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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-Finance 147 D H B COMPLEX SECTOR 14 PANCHKULA HARYANA | PANCHKULA | HARYANA | ₹3.4 L | L1 | Accepted-Finance due to lowest rate. |
| 2 | L2₹3.5 L+₹14,614.47 (4.32%)Rejected-Finance HOUSE NO 317 1 SECTOR 45 A CHANDIGARH | ₹3.5 L+₹14,614.47 (4.32%) | L2 | Rejected-Finance due to higher rate. |
| 3 | L3₹3.5 L+₹16,405.46 (4.85%)Rejected-Finance H NO 2228 3 SECTOR 45 C CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹3.5 L+₹16,405.46 (4.85%) | L3 | Rejected-Finance due to higher rate. |
Tender Value
₹3.6 L
EMD Value
₹7,200
Closing Date
1 Sept 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Project Public Health Division No.1 Chandigarh
Repair, Maintenance and Augmentation S.W.D/ Sewer/ Rain Water Harvesting System at various NRBs under the jurisdiction of S.D.E. W/S Sub Division No.3, Chandigarh
2026_CHD_95026_1
PH1/2026/451
Open Tender
Public Health Products
Percentage
30 days
Chandigarh
Scanned copy of Online UTR No.and Transaction Slip Receipt for Rs.7200Works completed during last 7Yrs, Performance Certificates, Annual Financial Turn Over for the last 3yrs, Affidavit reg.non blacklisted as mentioned in the tender documents.
2 documents required · 2 mandatory
₹0
₹7,200
9 Sept 2026
25 Aug 2026
2 Sept 2026
25 Aug 2026
1 Sept 2026
25 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 |
|---|---|---|---|---|---|
| 1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.1 | All kinds of soil. | - | Cum | 253.27 | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 2.1 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.48 | Cum | 7,665.78 | ₹3,679.57 |
| 2.2 | 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | 6,022.53 | - |
| 3 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | 12.54 | Sqm | 142.2 | ₹1,783.19 |
| 4Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | |||||
| 4.1 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 6.52 | Cum | 10,559.92 | ₹68,850.68 |
| 5 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | Cum | 11,194.85 | - |
| 6Centering and shuttering including strutting, propping etc. and removal of form for | |||||
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