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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.6 LAdmitted-Fee/PreQual/Technical/Finance | -42.00% | ₹11.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹12.4 L+₹84,840.57 (7.33%)Admitted-Fee/PreQual/Technical/Finance | -37.75% | ₹12.4 L+₹84,840.57 (7.33%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.6 L+₹3.1 L (26.4%)Admitted-Fee/PreQual/Technical/Finance | -26.70% | ₹14.6 L+₹3.1 L (26.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
14 Aug 2026, 4:00 pmClosed
EXECUTIVE ENGINEER RandB LOLAB
EXECUTIVE ENGINEER RandB LOLAB
CONSTRUCTION OF ROAD FROM WAVOORA MUKDAM MOHALLA TO KATYAWALI MASJID SHARIF
2026_PWDJK_319503_3
NIT 22
Open Tender
Civil Works
Item Rate
30 days
Lolab
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
Executive enginner RnB Lolab
₹40,000
21 Aug 2026
5 Aug 2026
15 Aug 2026
5 Aug 2026
14 Aug 2026
5 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 surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in 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 : | - | Sqm | - | - |
| 2 | Engagement of JCB as per directions of EIC | - | hr | - | - |
| 3 | P/L and compacting GSB material conforming to clause 401 of MORTH specifications (latest revision) incl loading ,unloading ,carriage ,spreding in layers not exceeding 200mm (loose) thickness,watering and compaction with vibratory roller to achieve the required density and CBR value as per approved design and lines,grades and cross sections complete | - | Cum | - | - |
| 4 | Providing & Laying water bound macadam with specifiedstone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete including cost stone aggregate, screenings, kankar, moorum etc. complete job Base course with 63 mm to 45 mm size with stone screenings 13.2 mm size incl all carriages | - | Cum | - | - |
| 5 | Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In charge
i. 450dia | - | Rm | - | - |
| 6 | Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In charge
i. 600dia | 1 | Rm | - | - |
| 7 | Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In charge
i. 900dia | 1 | Rm | - | - |
| 8 | R Wall:
Earth work in excavation bymechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding1.5min
width)and for shafts,wells,cess pits and the likenot exceeding 10 sqmon plan, including dressing of sides and ramming of bottoms lift upto 1.5m,
including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: ( All kinds of soil) | 1 | Cum | - | - |
| 9 | Providing and laying of stone soling/boulders(Hand Packed) including ramming, dressing and watering all complete.(Incl. all sorts of carriage) | - | Cum | - | - |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate
40mm nominal) crushed aggregate. Incl all carriage | - | Cum | - | - |
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