Tender For construction of rcc retaining wall for revetment work of 1) location no.4, 66 kv kheralu-khanpur line, 2) location no. 4, 66 kv kheralu-rasulpur line, h-frame foundation under kheralu am division under mehsana circle.
Tender For work tender badiya bhau- fencing of 150 cm height: 35x35x5mm iron posts spaced 3 meters apart and buried 30 cm in the ground, cement concrete 1:3:6 (0.30x30x.60m) corners, with every 10th post supported by 35x35x5mm iron posts, along with four rows of black barbed wire, tying and fitting gi staple wire between two posts, including earthwork.ms jali for tar fencingexcavation of soil to a depth of 1.5 m in the foundation, trench, and drain, tamping the bottom, watering, tamping the sides, removing the excavated soil, filling the voids with soil after filling the foundation, and removing the remaining soil to a distance of 50 meters.40 mm in the foundation or firm. mixing stone, gravel, and cement and sand mortar in nominal sizes, in the ratio of 1:1 cement to 5:10 gravel, and compacting, including compaction.for the foundation and plinth, lay the stone in cement-gravel mortar, seal the side cracks, and compaction, etc.for the superstructure, lay the stone in cement-gravel mortar, seal the side cracks, and compaction, etc.for the cement plaster wall, lay the stone in a 1:6 ratio using cement and gravel.grill/gate supply for gate workplant supply for charagh l.s.
Tender For permanent restoration of 765 kv sc lucknowbareilly transmission line temporarily charged on ers on urgent basis work involving dismantling destringing foundation erection and stringing
Tender For pile foundation work for tower location no 566 of 765 kv single circuit lucknow -bareilly transmission line and for pile foundation work for tower location no 160 of 220 kv double circuit tanakpur - bareilly transmission line
Tender For earthwork, pway work & construction of major bridges, minor bridges, road over bridges/ road under bridges between lapanga and sason ,civil and p.way works in jharsuguda road, brundamal, lapanga, rengali and sason yards & construction of important bridge no. 7 ( 8x45.7 meter open web girders over well foundation) for both 3rd & 4th line over bonam river between brundamal & lapanga in connection with jharsuguda -sason 3rd & 4th line project
Tender For corrigendum : supply of soil investigation work including conduction of standard penetration test up to depth 6 m as given in sl no 1 of specification document , direct shear test as given in sl no 2 of specification documents , tri axial shear test as given in sl no 3 of specification document , consolidation test as given in sl no 4 of secification document , field density as given in sl no 5 of specification document , liquid limit as given in sl no 6 of specification document , plastic limit as given in sl no 7 of specification document , specific gravity and others as given in sl no 8 of specification document , relative density as per soil condition as given in sl no 9 of specification document , determination of ground water table as given in sl no 10 of specification document , settlement analysis determination of bearing capacity of soil at foundation level as given in sl no 11 of specification document
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 construction work of protection wall, pick-up stand, office renovation, stage, parking stand, childern playing equipment, speaker equipment, tiranga flag foundation, cctv camera, fire hydrant system, led street light, cement concrete road with tri-mix and paving block road as per various area of dhari, dist.: amreli under swarnim jayanti mukhya mantri saheri vikash yojana year-2024-25 and 25-26 and 15 percentage vivekadhin yojana year-2025-26. (second attempt)