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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Finance | -32.60% | ₹6.3 L | L1 | Admitted-Finance |
| 2 | L2₹6.4 LAdmitted-Finance | -31.78% | ₹6.4 L | L2 | Admitted-Finance |
| 3 | L3₹6.9 LAdmitted-Finance | -26.10% | ₹6.9 L | L3 | Admitted-Finance |
| 4 | L4₹7.0 LAdmitted-Finance | -25.11% | ₹7.0 L | L4 | Admitted-Finance |
| 5 | L5₹7.0 LAdmitted-Finance | -24.78% | ₹7.0 L | L5 | Admitted-Finance |
Tender Value
₹9.3 L
EMD Value
₹18,640
Closing Date
29 Jan 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer PWD RnB Division Marwah
CONSTRUCTION OF BOUNDARY WALL AT GOVT HIGH SCHOOL MANZAGAM QADERNA ZONE MARWAH (2025-26)
2026_PWDJK_300737_2
e-NIT No.39 of 2025-26 dated 15-01-2026
Open Tender
Civil Works
60 days
Marwah
CONSTRUCTION OF BOUNDARY WALL AT GOVT HIGH SCHOOL MANZAGAM QADERNA ZONE MARWAH (2025-26)
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RnB Division Marwah
₹18,640
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
Dry stone pitching (any thickness) excluding cost of stones. On Horizontal
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)20 % Plump
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
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.
15 mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand)
Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade
Carriage of Sand at an avg.distance 10 km by MT & 50 Mtr by HL
Carriage of Stone Agg. at an avg.distance 30 km by MT & 50 Mtr by HL
Carriage of Briks at an avg.distance 120 km by MT & 50 Mtr by HL
Carriage of Cement at an avg.distance 120 km by MT & 50 Mtr by HL
Carriage of Stone at an avg.distance 03 km by MT & 50 Mtr by HL
Carriage of Excavated Earth at an avg.distance 03 km by MT & 50 Mtr by HL
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