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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹1.8 L+₹21,679.31 (13.5%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹2.0 L+₹36,475.28 (22.7%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.2 L
EMD Value
₹4,400
Closing Date
19 Aug 2026, 5:00 pmClosed
EXECUTIVE ENGINEER REW KISHTWAR
HALL NO. 4 O/O EXECUTIVE ENGINEER REW KISHTWAR
Refer BoQ
2026_RDPR_319327_10
e-NIT No 78 of REW KISHTWAR 2026-27 Dated. 01.08.2026
Open Tender
Civil Works
Percentage
Kishtwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Rural Development and Panchayati Raj
₹4,400
5 Sept 2026
4 Aug 2026
20 Aug 2026
4 Aug 2026
19 Aug 2026
4 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 inculiding lead lift and carriage | - | CUM | - | - |
| 2 | Providing and laying in position cement concreteFLOORING of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4(1 cement : 2 coarse sand :4 graded stone | 1 | CUM | 1 | ₹1 |
| 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | CUM | - | - |
| 4 | FILLING OF PLINTH WITH 50% STONE | 1 | CUM | - | - |
| 5 | 15MM CEMENT PLASTER IN 1:6 MIX | 1 | SQM | - | - |
| 6 | STEEL WORK WELDED IN BUILT UP TUBULAR ( ROUND, SQUARE,OR RECTANGULAR HOLLOW TUBES ETC ) TRUSS ETC . INCLUDING CUTTING HOISTING FIXING IN POSITION AND APPLYING A PRIMING COAT OF APPROVED STEEL PRIMIER INCLUDING WELDING AND HOLTED WITH SPECIAL SHAPED WASHERS ETC .COMPLETE | - | kg | 1 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for:
5.9.1 Foundations, footings, bases of columns etc. for mass concrete. | - | sqm | - | - |
| 8 | PROVIDING AND FIXING PRECOATED GALVANISED IRO PROFILE SHEET (SIZE SHAPE AND PITCH OF CORRUGATION ASAPPROVED BY ENGINEER -IN -CHARGE) 0.50MM (+0.05%) TOTAL COATED THICKNESS WITH ZINC COATING 120 GRAM PER SQM AS PER IS:277,IN 240 MPA STEEL GRADE ,5-7 MICRON EPOXY PRIMMER ON BOTH SIDE OF THE SHEET AND POLYESTER TOP COAT15-18 MICRON SHEET SHOULD PROTECTIVEGUARD FILM OF 25 MICRON MINIMUM TOAVOID SCRATCHES DURING TRANS PORTATION | 1 | SQM | - | - |
| 9 | PROVIDING AND FIXING PRECOATED GALVANISED STEEL SHEET ROOFING ACCESSORIES 0.50MM (+0.05%) TOTAL COATED THICKNESS ,ZINC,COATING 120 GRAMS PER SQM AS PER IS:277<IN 240 MPA STEEL GRADE 5-7 MICRONS EPOXY PRIMER ON BOTH SIDE OF THE SHEET AND POLY YESTER TOP COAT 15-18 MICRON USING SELF DRILLING /SELF BOTH SIDE OF THE SHEET AND POLYESTER TOP COAT15-18 | 1 | RMT | 1 | ₹1 |
| 10 | C/O STONE | - | CUM | 1 | - |
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