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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.1 LAdmitted-Finance | -48.36% | ₹11.1 L | L1 | Admitted-Finance |
| 2 | L2₹12.5 LAdmitted-Finance | -42.12% | ₹12.5 L | L2 | Admitted-Finance |
| 3 | L3₹12.7 LAdmitted-Finance | -41.17% | ₹12.7 L | L3 | Admitted-Finance |
| 4 | L4₹13.2 LAdmitted-Finance | -38.95% | ₹13.2 L | L4 | Admitted-Finance |
| 5 | L5₹14.3 LAdmitted-Finance | -33.90% | ₹14.3 L | L5 | Admitted-Finance |
Tender Value
₹21.6 L
EMD Value
₹43,160
Closing Date
20 Feb 2026, 4:00 pmClosed
Executive Engineer PWD R and B Division Hiranagar
Executive Engineer PWD R and B Division Hiranagar
boq
2026_PWDJK_301826_1
e-NIT No. 61 /of 2025-26/ 4240-50 /PWD/HGR, Dtd- 30 -01-2026
Open Tender
Civil Works - Roads
HIRANAGAR
nit
7 documents required · 7 mandatory
₹600
Executive Engineer PWD R and B Division Hiranagar
₹43,160
25 Feb 2026
31 Jan 2026
21 Feb 2026
31 Jan 2026
20 Feb 2026
31 Jan 2026
Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres in All kinds of soil
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)
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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) .
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 40 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) .
Dry random rubble masonry with hard stone in foundation and plinth: with bond stone. Nallah
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Centring and shuttering including strutting propping etc and removal of form work
Foundations, footings, bases of columns etc. for mass concrete
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Dumping stone including cost of stones. in Horizontal on level
Providing , laying, spreading and compacting crushed stone aggregate of 63 mm to 45 mm sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming of 13.2 mm nominal size (Type - A) screening/binding material as stone dust to fill up interstices of coarse aggregate, watering and compacting to the required density, finished work to be measured including all leads, lifts and carriage of material by MT/ H.L. (conforming to clause 404 of MORT&H specifications).
Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work.
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 900 mm dia. R.C.C. pipe
carriages of materials by mechinical transport incl. loading, unloading and stacking complete.
Sand for an lead of 30 kms.
stone agg below 40 mm nominal size for an lead of 30 kms
stone agg above 40 mm nominal size for an lead of 30 kms
boulder for an lead of 30 kms
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