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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC lowest agency |
| 2 | L2₹2.2 Cr+₹16.8 L (8.13%)Rejected-Finance | ₹2.2 Cr+₹16.8 L (8.13%) | L2 | Rejected-Finance Rates are higher |
| 3 | L3₹2.5 Cr+₹38.6 L (18.6%)Rejected-Finance BATHINDA | BATHINDA | PUNJAB | 151001 | ₹2.5 Cr+₹38.6 L (18.6%) | L3 | Rejected-Finance Rates are higher |
| 4 | L4₹2.5 Cr+₹47.5 L (22.9%)Rejected-Finance AMANDEEP AVENUE OPP MOTI NAGAR NEAR MAQSUDAN FLYOVER JALANDHAR PUNJAB | JALANDHAR | PUNJAB | 144001 | ₹2.5 Cr+₹47.5 L (22.9%) | L4 | Rejected-Finance Rates are higher |
| 5 | L5₹2.6 Cr+₹56.8 L (27.4%)Rejected-Finance | ₹2.6 Cr+₹56.8 L (27.4%) | L5 | Rejected-Finance Rates are higher |
| Sl No | Description | Qty | Unit | THE DHARIWAL COOP LC SOCIETY LTD L1 | satish aggarwal and company L2 | Associated Engineers L4 | M/S AM CONSTRUCTIONS L6 | J M D TRADERS L5 | GURBACHAN SINGH CONSTRUCTIONS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in Excavation in foundations trenches etc. In all kinds of soil where pick jumper works not involved and not exceeding 2.0 metres depth including dresing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30metres. | 5,717.25 | Cum | 146.25 ₹8,36,147.81 | 86.47 ₹4,94,370.61 | 88 ₹5,03,118 | 32.13 ₹1,83,695.24 Lowest | 135 ₹7,71,828.75 | 90 ₹5,14,552.5 |
| 2.00 | Cement concrete 1:4:8 with stone ballast 20mm gauge. | 446.99 | Cum | 2,765 ₹12,35,913.53 | 2,400 ₹10,72,764 Lowest | 3,620 ₹16,18,085.7 | 3,483.13 ₹15,56,906.86 | 3,500 ₹15,64,447.5 | 3,100 ₹13,85,653.5 |
| 3.00 | Reinforced cement concrete M-25 mechanically batched mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Foundation and Plinth complete in all respect | 1,351.35 | Cum | 4,228 ₹57,13,507.8 | 4,000 ₹54,05,400 Lowest | 4,830 ₹65,27,020.5 | 4,815.13 ₹65,06,925.93 | 5,000 ₹67,56,750 | 4,400 ₹59,45,940 |
| 4.00 | Reinforced cement concrete M-25 mechanically batched mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure complete in all respect | 136.3 | Cum | 3,720 ₹5,07,036 Lowest | 4,000 ₹5,45,200 | 5,225 ₹7,12,167.5 | 6,328.13 ₹8,62,524.12 | 5,000 ₹6,81,500 | 4,600 ₹6,26,980 |
| 5.00 | Shuttering for faces of concrete foundations and Foundation beam and Plinth beam (verticle and battering). Centering ans Shutering for columns (square or reactangular or polygonal in plain) | 1,247.4 | Sqm | 159 ₹1,98,336.6 Lowest | 250 ₹3,11,850 | 320 ₹3,99,168 | 388.13 ₹4,84,153.36 | 200 ₹2,49,480 | 225 ₹2,80,665 |
| 6.00 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) | 840 | Sqm | 362 ₹3,04,080 | 300 ₹2,52,000 Lowest | 410 ₹3,44,400 | 457.13 ₹3,83,989.2 | 500 ₹4,20,000 | 400 ₹3,36,000 |
| 7.00 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. | 637.56 | Sqm | 289 ₹1,84,254.84 | 300 ₹1,91,268 | 440 ₹2,80,526.4 | 364.13 ₹2,32,154.72 | 220 ₹1,40,263.2 Lowest | 300 ₹1,91,268 |
| 8.00 | Centering and shuttering for faces of walls, partitions, retainingwallsand the like (vertical or battering) including attached pilasters, buttresses etc when curved. | 3,465 | Sqm | 337 ₹11,67,705 | 300 ₹10,39,500 Lowest | 480 ₹16,63,200 | 426.13 ₹14,76,540.45 | 350 ₹12,12,750 | 300 ₹10,39,500 Lowest |
| 9.00 | Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe415 grade as per IS1786-2008) , forR.C.C works,where not including in the complete rate of RCC including binding & bending and placing in positioncomplete in all respect. | 1,286.24 | Qtnl | 5,162 ₹66,39,570.88 | 5,000 ₹64,31,200 Lowest | 6,800 ₹87,46,432 | 7,168.13 ₹92,19,935.53 | 6,900 ₹88,75,056 | 6,800 ₹87,46,432 |
| 10.00 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside
the building plinth in 15cm layers including
ramming, watering and consolidating lead
upto 30 metres | 4,002.08 | Cum | 28 ₹1,12,058.24 Lowest | 120 ₹4,80,249.6 | 140 ₹5,60,291.2 | 57.13 ₹2,28,638.83 | 50 ₹2,00,104 | 55 ₹2,20,114.4 |
Tender Value
Refer Docs
EMD Value
₹2.8 L
Closing Date
6 Aug 2026, 5:00 pmClosed
Project Manager
PCA New International Cricket Stadium village TIRA New Chandigarh
Construction of Boundary wall at PCA New stadium at village Bhala Amritsar
2026_PCA_172134_1
02/2026
Open Tender
Civil Works
Item Rate
180 days
Village Bhala District Amritsar
As per DNIT
2 documents required · 2 mandatory
₹5,900
₹2.8 L
12 Sept 2026
17 Jul 2026
7 Aug 2026
17 Jul 2026
6 Aug 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in Excavation in foundations trenches etc. In all kinds of soil where pick jumper works not involved and not exceeding 2.0 metres depth including dresing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30metres. | - | Cum | - | - |
| 2 | Cement concrete 1:4:8 with stone ballast 20mm gauge. | - | Cum | - | - |
| 3 | Reinforced cement concrete M-25 mechanically batched mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Foundation and Plinth complete in all respect | 1 | Cum | - | - |
| 4 | Reinforced cement concrete M-25 mechanically batched mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure complete in all respect | - | Cum | - | - |
| 5 | Shuttering for faces of concrete foundations and Foundation beam and Plinth beam (verticle and battering). Centering ans Shutering for columns (square or reactangular or polygonal in plain) | - | Sqm | - | - |
| 6 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) | - | Sqm | - | - |
| 7 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. | 1 | Sqm | - | - |
| 8 | Centering and shuttering for faces of walls, partitions, retainingwallsand the like (vertical or battering) including attached pilasters, buttresses etc when curved. | - | Sqm | - | - |
| 9 | Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe415 grade as per IS1786-2008) , forR.C.C works,where not including in the complete rate of RCC including binding & bending and placing in positioncomplete in all respect. | - | Qtnl | - | - |
| 10 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside
the building plinth in 15cm layers including
ramming, watering and consolidating lead
upto 30 metres | 1 | Cum | - | - |
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