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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC PLOT NO 312 INDUSTRIAL AREA PHASE 1 CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹1.0 Cr Quoted ₹98.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 CrRejected-AOC FLAT NO 134 TF POCKET C SECTOR B 2 NARELA DELHI 110040 | NORTH | DELHI | 110040 | ₹1.1 Cr | L2 | Rejected-AOC L2 |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
23 Feb 2026, 12:00 pmClosed
Narender Kumar Payal
Construction Division-II
Construction of synthetic track and contingent work thereto in Town Park, Sector-5 Panchkula.
2026_HRY_502679_1
2026F3B502D7 D7D5 4621 A00E 21E363585E4E2239003
Open Tender
Civil Works
180 days
Panchkula
2 documents required · 2 mandatory
₹3,000
₹2.0 L
Yes
29 May 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
14 Feb 2026 - 16 Feb 2026
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
[11.97.1]Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 1. Two or more coats applied on walls @ 1.25 litre/10 sqm over and including one coat of Special primer applied @ 0.75 litre /10 sqm [Through Rate]
[17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate]
[17.67]Removal of existing CC Block. Removing of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer. [Through Rate]
[22.168.2]Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 2. 150 mm dia. R.C.C. pipe [Through Rate]
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
[5.70]Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. [Through Rate]
[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]
[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Labour Rate]
[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
Supply and installation of primer coating UNIPU 060K on existing surface above it minimum 10mm thick Styrene Butadiene Rubber Granules 3.5 mm thick mixed with 18 % UNIPU 3mm 0301K and above it 6mm thick EPDM granules of size 1- product used should with UNIPU 030K. Product used should bfrom IAAF/ WA approved manufacture. (Only Europen, American, Australian)
Good earth filling up to 20 km lead including carriage loading and unloading and laying by manual labour along both sides of synthetic track path in town park Sector-5 Panchkula.
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