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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.9 LAdmitted-Finance | -0.01% | ₹9.9 L | L1 | Admitted-Finance |
| 2 | L2₹10.4 L+₹49,580.58 (5.01%)Admitted-Finance | +5.00% | ₹10.4 L+₹49,580.58 (5.01%) | L2 | Admitted-Finance |
| 3 | L3₹10.9 L+₹99,062.20 (10.0%)Admitted-Finance 03 SHIAH SHIAH BHUNTER NEENU KULLU HIMACHAL PRADESH 175141 | KULLU | HIMACHAL PRADESH | 175141 | +10.00% | ₹10.9 L+₹99,062.20 (10.0%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical R O WARD NO 03 KATHUA DISTRICT KATHUA | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹9.9 L
EMD Value
₹19,780
Closing Date
25 Aug 2026, 6:00 pmClosed
xen
kalakote
Construction of lane drain paths in different wards of MC Kalakote ward No. 06 i. tile work main road to Sourab mohalla ii. Pacca path passenger shed to Pashori lal mohalla iii. Protection wall at NHO Sundri MOhalla iv. Pacca Path Joginder mohalla
2026_PWDJK_320725_6
eNIT No 47 of 2026/27 dated 12/08/2026
Open Tender
Civil Works
Percentage
30 days
kalakote
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
xen
₹19,780
7 Sept 2026
12 Aug 2026
26 Aug 2026
12 Aug 2026
25 Aug 2026
12 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 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 :AKS 60% OR 20% HR 20% | - | Cum | 256.85 | - |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including
disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge. AKS 70%, OR 20% , HR 10% | 720 | Cum | 278.38 | ₹2,00,433.6 |
| 3 | 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) | 9 | Cum | 4,826.5 | ₹43,438.5 |
| 4 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level including curing, excluding the cost of centring, shuttering, and finishing.
4.7.2 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) | 80 | Cum | 6,591.25 | ₹5,27,300 |
| 5 | Chequerred precast cement concrete tiles 22mm thick in footpath and
courtyard, jointed with neat cement slurry mixed with pigment to match
the shade of the tiles, including rubbing, cleaning and curing complete,
on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) .
11.29.4 Ordinary cement without any pigment. | 110 | sqm | 903.85 | ₹99,423.5 |
| 6Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 6.1 | Foundations, footings, bases of columns etc. for mass concrete | 90 | Sqm | 286.35 | ₹25,771.5 |
| 7Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | |||||
| 7.1 | Sand for an av. 80 Kms disntace. | 33 | Cum | 1,072.34 | ₹35,387.22 |
| 7.2 | Bajree/Stone aggregates below 40mm nominal size for an av.distance 20 Kms. | 66 | Cum | 409.94 | ₹27,056.04 |
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