Manganese Ore Fine Sale Tenders

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Central Government/Public Sector

CTN :43155965

19 Dec, 2025 NA

Salem - Tamil Nadu

Tender For supply of tap hole ramming mass m95 (90mt).

CTN :43185140

05 Jan, 2026 51.9 Thousand

Panchkula - Haryana

Tender For supply of ramming mass as per is 1528 (q3)

Central Government/Public Sector

CTN :43187402

05 Jan, 2026 51.9 Thousand

Panchkula - Haryana

Tender For tender for ramming mass

Central Government/Public Sector

CTN :43188471

26 Dec, 2025 NA

Haridwar - Uttarakhand

Tender For supply of dry ramming mass

CTN :43129103

20 Dec, 2025 NA

Bangalore - Karnataka

Tender For supply of acid ramming mass

CTN :42998990

30 Dec, 2025 1.07 Crore

Bahraich - Uttar Pradesh

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

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