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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.7 LAdmitted-Finance | -25.00% | ₹5.7 L | L1 | Admitted-Finance |
| 2 | L2₹6.3 LAdmitted-Finance | -17.11% | ₹6.3 L | L2 | Admitted-Finance |
| 3 | L3₹6.5 LAdmitted-Finance | -15.00% | ₹6.5 L | L3 | Admitted-Finance |
| 4 | L3₹6.5 LAdmitted-Finance R O RAMBAN GARHI | -15.00% | ₹6.5 L | L3 | Admitted-Finance |
| 5 | L4₹6.8 LAdmitted-Finance | -10.00% | ₹6.8 L | L4 | Admitted-Finance |
Tender Value
₹7.6 L
EMD Value
₹15,200
Closing Date
29 Jan 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer PWD RnB Division Marwah
CONSTRUCTION OF BOUNDARY WALL AT GOVT PRIMARY SCHOOL KOKANDOO ZONE MARWAH (2025-26)
2026_PWDJK_300737_4
e-NIT No.39 of 2025-26 dated 15-01-2026
Open Tender
Civil Works
60 days
Marwah
CONSTRUCTION OF BOUNDARY WALL AT GOVT PRIMARY SCHOOL KOKANDOO ZONE MARWAH (2025-26)
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RnB Division Marwah
₹15,200
Executive Engineer PWD RnB Division Marwah
9 Feb 2026
15 Jan 2026
30 Jan 2026
16 Jan 2026
29 Jan 2026
16 Jan 2026
19 Jan 2026
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil :1 meter from cutting edge
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All works up to plinth level in M-7.5(1:5:10) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) grade, with 40mm nominal size of Nallaha
Random Rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level withcement mortar 1:6 (1 Cement: 6 coarse sand)
Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like:
Providing and laying of damp proof course of 50 mm thick with cement concrete (1:2:4),mix with 12.50 mm thick Nallaha stone aggregates.
20 mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand)
White washing with lime to give an even shade on New Work (three or more coats)
Carriage of Sand at an avg.distance 10 km by HL
Carriage of Stone agg. at an avg.distance 10 Km by HL
Carriage of Stone at an avg.distance 500 Mtr by HL
Carriage of Cement at an avg.distance 10 km by HL
Carriage of Cement at an avg.distance 120 km by MT
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