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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.3 L+₹9,972.82 (3.13%)Rejected-Finance H NO 2228 3 SECTOR 45 C CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹3.3 L+₹9,972.82 (3.13%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.5 L+₹33,072.66 (10.4%)Rejected-Finance 102 1ST FLOOR STREET NO 10 1 SHAKTI NAGAR DERABASSI | ₹3.5 L+₹33,072.66 (10.4%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.7 L+₹56,172.50 (17.6%)Rejected-Finance 102 SHAKTI NAGAR STREET NO 10 1 DERABASSI S A S NAGAR PUNJAB | S A S NAGAR | PUNJAB | 140103 | ₹3.7 L+₹56,172.50 (17.6%) | L4 | Rejected-Finance L4 |
Tender Value
₹4.6 L
EMD Value
₹9,277
Closing Date
21 Apr 2026, 10:30 amClosed
Executive Engineer SWM MC Chd
Room No. 612 6th floor MC Building Sector 17 Chandigarh
Construction of additional machine holes near Jama Masjid Sector 20 falls under the jurisdiction of SDE MCPH Sub Division No. 18 Chandigarh.
2026_MCC_91731_1
MCC/EE/SWM/2026/29
Open Tender
Civil Works
Percentage
30 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹9,277
13 Jul 2026
14 Apr 2026
21 Apr 2026
14 Apr 2026
21 Apr 2026
14 Apr 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 |
|---|---|---|---|---|---|
| - | 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 or plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soils. (DSR No. 2.8.1) | - | P.Cum | - | - |
| - | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. (DSR No. 2.26) | - | P.Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level: 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete Aggregate (RCA): 10 graded stone aggregate 40 mm nominal size (DSR No. 4.1.10 A) | - | P.Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand i/c manufactured sand derived from Recycled concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 40 mm nominal size Recycled concrete Aggregate (RCA) upto 25%). (NSI based on DSR No. 4.1.4) | - | P.Cum | - | - |
| - | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (DSR No. 19.1.4) | - | Mtr | - | - |
| - | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design (DSR No. 19.2.4) | - | mtr | - | - |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR No. 6.1.1) | - | P.Cum | - | - |
| - | 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1cement: 4 fine sand) (DSR No. 13.7.2) | - | P.Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. (DSR No. 5.9.3) | - | P.Sqm | - | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (DSR No. 5.22.6) | - | P.Kg | - | - |
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