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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.5 LAdmitted-Finance | -46.00% | ₹21.5 L | L1 | Admitted-Finance |
| 2 | L2₹22.4 L+₹86,994.67 (4.04%)Admitted-Finance | -43.82% | ₹22.4 L+₹86,994.67 (4.04%) | L2 | Admitted-Finance |
| 3 | L3₹25.5 L+₹3.9 L (18.3%)Admitted-Finance | -36.12% | ₹25.5 L+₹3.9 L (18.3%) | L3 | Admitted-Finance |
| 4 | L4₹27.2 L+₹5.7 L (26.3%)Admitted-Finance | -31.79% | ₹27.2 L+₹5.7 L (26.3%) | L4 | Admitted-Finance |
| 5 | L5₹27.9 L+₹6.4 L (29.6%)Admitted-Finance | -30.00% | ₹27.9 L+₹6.4 L (29.6%) | L5 | Admitted-Finance |
Tender Value
₹39.9 L
EMD Value
₹79,800
Closing Date
29 Aug 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Rajouri
Construction of road from Nagrota to Saldhar up to Danna Bakerwallan ( Balance work)
2026_PWDJK_321541_7
e NIT NO 69 of 2026-27 Dated 19-08-2026
Open Tender
Civil Works
Percentage
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer
₹79,800
2 Sept 2026
19 Aug 2026
31 Aug 2026
19 Aug 2026
29 Aug 2026
19 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) in average fixed classification as, 80% All kind of soil, 10% Soft Rock & 10% Hard rock (Required blasting ) including disposal of surplus, excavated earth as directed by engineer- in-charge at site for safe disposal of same without damaging private/public property and all required leads/lifts and carriage. (Complete job) | 414 | Cum | 257.83 | ₹1,06,741.62 |
| 2 | 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:
All kinds of soil : | 257.45 | Cum | 256.85 | ₹66,126.03 |
| 3 | Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) | 21.16 | Cum | 4,826.5 | ₹1,02,128.74 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 20% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed | 146.81 | Cum | 4,774.46 | ₹7,00,938.47 |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | 44.35 | Cum | 2,793.8 | ₹1,23,905.03 |
| 6 | Stone filling hand packed in horizontal level including the cost of the stone | 75.6 | Cum | 937.9 | ₹70,905.24 |
| 7Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete | |||||
| 7.1 | Foundations, footings, bases of columns | 240 | Sqm | 286.35 | ₹68,724 |
| 7.2 | Retaining walls, return walls, walls (any thickness) including attached pilasters
buttresses, plinth and string course fillets, kerbs and steps etc. | 260.64 | Sqm | 628.95 | ₹1,63,929.53 |
| 8 | 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. Non- pressure NP-3 Class ( Medium duty ) R.C.C. Pipes )1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) complete job | 30 | Rmtr. | 4,653.3 | ₹1,39,599 |
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