Tender For eor to keshav mahavidyalaya pitampura, delhi, during 2025-26. (sh- regarding seepage in wall, water leakage and water logging in girls hostel and corresponding repair after water proofing and various miscellaneous internal and external finishing work)
Tender For eor to maharaja agrasen college vasundhra enclave delhi dg 2025 26 sh demolishing of old plaster and repair with new plaster with finishing work of damage boundary wall from exit gate to girls hostel in maharaja agrasen college vasundhra enclave delh
Tender For corrigendum : - dedc -dgl-extension / improvement works for electrical wiring work at central store section a,b,c & d of dindigul electricity and distribution circle , dindigul by providing open pvc wiring for 5 amps light and fan points , installation of 5 amp and 15amp plug points with continuous earth wire (1.5 sq.mm copper wire), associated painting and finishing work etc., in central store/dindigul
Tender For renovation and finishing work of temporary campus at ignou campus, maidan garhi, new delhi (sh: providing and fixing of special tubular section on the existing shed to support the edges of the shed, including refixing the damaged portion and providing and fixing of saucer drain along the shed at mpdd store ignou campus, new delhi - balance work.subwork/packages:balance work
Tender For akankshi nagar yojanantargat nagar panchayat payagpur men block parisar ke andar khali bhoomi par adhyayan kendra ki sthapna hetu library ka nirman karya. - earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil. as per dsr no.-2.8.1, filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m as per dsr no.-2.25, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per dsr no.-4.1.8, supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per dsr no.-2.27, treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration. as per dsr no.-2.35.3.1, reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). as per dsr no.-5.2.2, reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.3, ground floor, first floor, as per dsr no.-5.3b, as per dsr no.-5.3b, providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.1.2, centering and shuttering including strutting, propping etc. and removal of form for. as per dsr no.-5.9, foundations, footings, bases of columns, etc. for mass concrete. as per dsr no.-5.9.1, lintels, beams, plinth beams, girders, bressumers and cantilevers. as per dsr no.-5.9.5, columns, pillars, piers, abutments, posts and struts. as per dsr no.-5.9.6, brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in. as per dsr no.-6.1.1 & 6.1.2, cement mortar 1:4 (1 cement : 4 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) as per dsr no.-4.10, providing & applying a coat of residual petroleum bitumen of grade of vg-10 of approved
Tender For supply and installation of miscellaneous electrical items for g+5 storied office building at 149, jakeria bunder road, sewri, mumbai-400015 - "supplying and erecting hms pvc conduit frls grade 25 mm dia. with necessary accessories like pull box, clamps, self tapping masonry screws etc. concealed in wall/floor with chiselling appropriately complete in all respect.", "supplying and erecting hms pvc conduit frls grade 20 mm dia. with necessary accessories like pull box, clamps, self tapping masonry screws etc. concealed in wall/floor with chiselling appropriately complete in all respect.", "supplying and erecting hms pvc conduit frls grade 32 mm dia. with necessary accessories like pull box, clamps, self tapping masonry screws etc. concealed in wall/floor with chiselling appropriately complete in all respect.", supplying and erecting of gi box for concealed type 1 module switch box duly erected flush to wall with required chiselling and finishing with cement mortar / pop as per required to match the background., supplying and erecting of gi box for concealed type 2 module switch box duly erected flush to wall with required chiselling and finishing with cement mortar / pop as per required to match the background., supplying and erecting of gi box for concealed type 3 module switch box duly erected flush to wall with required chiselling and finishing with cement mortar / pop as per required to match the background., supplying and erecting of gi box for concealed type 4 module switch box duly erected flush to wall with required chiselling and finishing with cement mortar / pop as per required to match the background., raceways , under floor trunking, supply and installation of totally concealed underfloor race-ways as approved by bl eic. the channels shall be fixed to the floor with aluminum strips so that there is no movement of the channels when civil work(pouring of cement concrete) is being done. the channels shall be earthed at the boxes and at the joints with 14swg bare copper wire with screws so that earth is continuous. the channels shall be terminated at the junction boxes which shall be measured separately. refer section details rate to include civil works such as chasing the floor & reinstatement to final finish., nominal sizes:, 100 x 50 x 2.00mm anodised alum box section, 50 x 50 x 2.00mm anodised alum box section, , under floor trunking junction box, s & i of underfloor frame type gi junction box fabricated out of 16swg gi sheet steel without cover; box shall be painted with two coats of red oxide primer and two coats of synthetic enamel paint. cut outs shall be provided on the sides of the box to facilitate the entry of raceways as described above. ms cover shall be powder coated and fixed with underside fram to the under floor jb. jb shall be frame type and shall not bend if stepped on it, 300 x 300 x 50mm deep, 150 x 150 x 50mm deep, , s & i of 2.00mm thick cover plate for the junction box fabricated out of 2.00mm ms sheet steel and powder coated to approved shade with all fixing arrangements the size of the cover plate shall be 25mm more than the cover size of the junction box on all sides , , cover plate suitable for 300 x 300 x 50mm deep jb, cover plate suitable for 150 x 150 x 50mm deep jb
Tender For special repair of cipet campus, murthal, sonipat. sh:- external finishing of two boys hostels (g plus 7 & g plus 3).subwork/packages:maintenance work