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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance | -12.53% | ₹3.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.6 Cr+₹10.2 L (2.89%)Admitted-Finance | -10.00% | ₹3.6 Cr+₹10.2 L (2.89%) | L2 | Admitted-Finance |
| 3 | L2₹3.6 Cr+₹10.2 L (2.89%)Admitted-Finance | -10.00% | ₹3.6 Cr+₹10.2 L (2.89%) | L2 | Admitted-Finance |
| 4 | L2₹3.6 Cr+₹10.2 L (2.89%)Admitted-Finance R O TACHA KARGIL | KARGIL | LADAKH | 194102 | -10.00% | ₹3.6 Cr+₹10.2 L (2.89%) | L2 | Admitted-Finance |
| 5 | L3₹3.7 Cr+₹13.3 L (3.76%)Admitted-Finance | -9.24% | ₹3.7 Cr+₹13.3 L (3.76%) | L3 | Admitted-Finance |
Tender Value
₹4.8 Cr
EMD Value
₹9.5 L
Closing Date
3 Apr 2026, 4:00 pmClosed
Executive Engineer R and B Division Khaltsi
Office of the Executive Engineer R and B Division Khaltsi
Up-gradation of Govt High School Lingshed. Under SDP
2026_PWD_18409_3
60 of R and B Khaltsi of 2025-26
Open Tender
Civil Works - Others
Percentage
720 days
Khaltsi
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,000
Executive Engineer R and B Division Khaltsi
₹9.5 L
18 Apr 2026
18 Mar 2026
6 Apr 2026
18 Mar 2026
3 Apr 2026
18 Mar 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 mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil 88% | 371.08 | Cum | 278.09 | ₹1,03,193.64 |
| 2 | b) Ordinary rock 10% | 42.17 | Cum | 504.48 | ₹21,273.92 |
| 3 | c) Hard rock (blasting prohibited) 2% | 8.43 | Cum | 1,216.03 | ₹10,251.13 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 1,080 | Cum | 208.42 | ₹2,25,093.6 |
| 5 | Dumping stone including cost of stones in Horizontal on level | 175.18 | Cum | 953.02 | ₹1,66,950.04 |
| 6 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 109.56 | Cum | 5,725.33 | ₹6,27,267.15 |
| 7 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement : 6 coarses and : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 69.97 | Cum | 5,730.39 | ₹4,00,955.39 |
| 8 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level | 87.89 | Cum | 9,870.61 | ₹8,67,527.91 |
| 9 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level | 188.23 | Cum | 11,219.56 | ₹21,11,857.78 |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 112.54 | Cum | 11,551.66 | ₹13,00,023.82 |
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