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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAccepted-AOC HN 423 VPO GAJJUWALA 2025R20252 | ₹15.0 L | L1 | Accepted-AOC Agreement Done |
| 2 | L2₹15.8 LRejected-Finance | ₹15.8 L | L2 | Rejected-Finance Reject |
| 3 | L3₹16.2 LRejected-Finance KAITHAL PATTI DOGAR SHAKTI NAGAR KAITHAL | KAITHAL | KAITHAL | HARYANA | ₹16.2 L | L3 | Rejected-Finance Reject |
| 4 | L4₹16.2 LRejected-Finance KUNDU HARYANA | ₹16.2 L | L4 | Rejected-Finance Reject |
| 5 | L5₹16.4 LRejected-Finance JHEEL VPO JHEEL TEHSIL UCHANA JIND HARYANA 126116 | JHEEL | JIND | HARYANA | 126116 | ₹16.4 L | L5 | Rejected-Finance Reject |
Tender Value
₹20.8 L
EMD Value
₹41,585
Closing Date
14 Jan 2026, 9:00 amClosed
Executive Engineer
Executive Engineer, Kaithal W.S Divn. Kaithal
Estimate for providing and laying of 60mm thick interlocking paver block in BWS Circle Campus in Canal Colony Kaithal
2026_HRY_495636_1
20268804D327 A3A7 4226 A9EA 7D69CC88C315113IRR
Open Tender
Civil Works
120 days
Kaithal
Estimate for providing and laying of 60mm thick interlocking paver block in BWS Circle Campus in Canal Colony Kaithal
3 documents required · 3 mandatory
₹1,000
₹41,585
Yes
5 Feb 2026
8 Jan 2026
14 Jan 2026
8 Jan 2026
14 Jan 2026
8 Jan 2026
HSR Items
[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levell+B14:BA16ing of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications
[17.69.3]Interlocking Concrete Block Pavement 3. Providing and Laying 60 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 35 over the bed of 25 mm thick fine sand complete in all respect.
[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
[5.42]Dismantling cement conglomerate / terrazzo floors 25 mm to 50 mm manually/ by mechanical means and disposal of material within standard lead as per direction of Engineer- in-charge.
[6.1.3]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: 3. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)
[6.2.2]Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: 2. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
[9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter
[9.58.1.3]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1.3. Coupler 150 mm
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