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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.4 LAdmitted-Finance | -2.00% | ₹2.4 L | L1 | Admitted-Finance |
| 2 | L2₹2.5 LAdmitted-Finance | -0.01% | ₹2.5 L | L2 | Admitted-Finance |
| 3 | L3₹2.6 LAdmitted-Finance | +5.00% | ₹2.6 L | L3 | Admitted-Finance |
Tender Value
₹2.5 L
EMD Value
₹4,900
Closing Date
11 Feb 2026, 4:00 pmClosed
XEN REW Kathua
XEN REW Kathua
Constt. near H/O satpaul singh opposite tubewell seswan
2026_RDPR_302384_23
e-NIT No.340/REW/K of 2025-26 Dated 05/02/2026
Open Tender
Civil Works
30 days
Marheen
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Rural Development and Panchayati Raj
₹4,900
21 Feb 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
11 Feb 2026
5 Feb 2026
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: EXECUTIVE ENGINEER REW DIVISION KATHUA
Name of Work;- Const. of Culvert near H/o Sat paul singh opposite Tubewell Seswan,Panchayat Seswan Block Marheen District Kathua under Development Scheme (CDS) for the year 2025-26 ESTT AMOUNT 2.45 LACS
Contract NO:- MLACDF 2025-26
Name of the Bidder/ Bidding Firm / Company :
S. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
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: in all kinds of Soils. Cum 1000 Excess(+) Full Conversion INR
Providing and lying in position cement concrete 1 cement:5 fine sand :8 graded crushed stone aggregates 40mm size.excluding the cost of centring and shuttering all work upto plinth Level. Cum 1000 Excess(+) Full Conversion INR
Providing and laying in position cement concrete 1 cement:3 fine sand:6 graded crushed stone aggregates 20mm size excluding the cost of centring and shuttering- all works upto plinth level. Cum 1000 Excess(+) Full Conversion INR
Supply and supplying of 20% Boulders Cum 1000 Excess(+) Full Conversion INR
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 above plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Cum 1000 Excess(+) Full Conversion INR
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level . Kg 1000 Excess(+) Full Conversion INR
Centering and shuttering including strutting, propping etc. and removal of form for: Slab Sqm 1000 Excess(+) Full Conversion INR
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. Sqm 1000 Excess(+) Full Conversion INR
Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete . Sqm 1000 Excess(+) Full Conversion INR
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods,watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, androlling every 3rd and top-most layer with power roller of minimum 8 tonnes anddressing up, in embankments for roads, flood banks, marginal banks, and guide banksetc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: Cum 1000 Excess(+) Full Conversion INR
Carriage of Sand for an Av. Lead 8.0 km Cum 1000 Excess(+) Full Conversion INR
Carriage of Agg (20+40)mm for an Av. Lead of 8.0Km by MT Cum 1000 Excess(+) Full Conversion INR
Providing and Making of CIB of approved by size by way of making another layer of 12mm thick plaster with 1:4 cement mortar on front side outer plaster surface, painting and writings as per the direction of Engineer-in-charge including supply of materials, carriages all complete L.M.R. 1 Nos 5000 1000 Excess(+) Full Conversion INR
Total in Figures Excess(+) Full Conversion INR
Quoted Rate in Figures Select
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