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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹11.4 L+₹1.6 L (15.9%)Accepted-Finance | L2 | Accepted-Finance L2 |
Tender Value
₹14.6 L
EMD Value
₹29,180
Closing Date
21 Jul 2026, 6:00 pmClosed
Executive Engineer
PWD (RandB) Division Udhampur
Construction of lane from H o Tirth Ram to h o Paras Ram Ward no 19 Udhampur, Lane and P Wall from h o Shiela Devi to H o Kesar Singh Ward no 11 Udhampur, Repair Renovation of lane and drain From Montessori School To Puran Sharma Ward no 11
2026_PWDJK_315813_14
e-NIT 72 of 2026-27 dated 13.07.2026
Open Tender
Civil Works
Percentage
90 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RandB Division Udhampur
₹29,180
4 Aug 2026
13 Jul 2026
22 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 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 surface excavation not exceeding 30 cm in depth but exceeding 1.5 min width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : | 67.5 | SQM | 91.75 | ₹6,193.13 |
| - | 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 Kind of soil | - | cum | 479.3 | - |
| - | 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) | - | cum | 1,725.2 | - |
| - | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. | - | cum | 2,516.85 | - |
| - | 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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | cum | 4,826.5 | - |
| - | 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) | - | cum | 5,202.9 | - |
| - | 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% PLUM) | 35.73 | cum | 4,774.46 | ₹1,70,591.46 |
| - | 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) 20% PLUM | - | cum | 6,191.26 | - |
| - | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | CUM | 7,788.4 | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars | - | KG | 123.2 | - |
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