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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.5 CrAdmitted-Finance | -10.00% | ₹4.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.7 Cr+₹19.5 L (4.31%)Admitted-Finance | -6.12% | ₹4.7 Cr+₹19.5 L (4.31%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Reject By Commity |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Reject By Commity |
Tender Value
₹5.2 Cr
EMD Value
₹10.3 L
Closing Date
15 Jul 2026, 12:00 pmClosed
SE PMGSY CIRCLE PWD MEERUT
SE PMGSY CIRCLE PWD MEERUT
Construction work of the administrative building of the new police station Jewar International Airport of Commissionerate Gautam Budha Nagar.
2026_CEPMG_1167792_1
1895/09-PMGSY C.M./26 Dated 03-06-2026
Open Tender
Civil Works - Buildings
Fixed-rate
540 days
EE CD (B) PWD MEERUT
Class A
3 documents required · 3 mandatory
₹2,714
₹10.3 L
SE PMGSY CIRCLE PWD MEERUT
12 Aug 2026
9 Jul 2026
15 Jul 2026
9 Jul 2026
15 Jul 2026
9 Jul 2026
10 Jul 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) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
DSR-2.8.1 | 816 | CUM | 188 | ₹1,53,408 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
In all kind of soil upto 1.5m to 3.0m. depthDSR-2.8.1+2.26.1 | 67 | CUM | 280 | ₹18,760 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
In all kind of soil upto 3.0m to 4.5m. depthDSR-2.8.1+2.26.1*2 | 34 | CUM | 372 | ₹12,648 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.DSR-2.27 | 77 | CUM | 1,538 | ₹1,18,426 |
| 5 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All Kind of SoilDSR-2.6.1 | 10 | CUM | 128 | ₹1,280 |
| 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.DSR-4.1.8 | 115 | CUM | 4,934 | ₹5,67,410 |
| 7 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.DSR-4.17 | 82 | SQM | 542 | ₹44,444 |
| 8 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor.
With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration.DSR-2.35.3.1 | 522 | SQM | 224 | ₹1,16,928 |
| 9 | Providing & laying in position machine batched and machine. Mixed design mix M-30 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying Excluding the cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 350 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.
R.C.C. work Upto plinth Lvl. (M-30)DSR-5.33.1.2 | 301 | CUM | 6,994 | ₹21,05,194 |
| 10 | Providing & laying in position machine batched and machine. Mixed design mix M-30 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excluding the cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. DSR-5.33.2.2 | 584 | CUM | 7,251 | ₹42,34,584 |
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