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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.6 LAccepted-AOC NEAR BALA SCHOOL MOHALLA CHOUTHIYA KONDAL HATHIN DISTT PALWAL 121103 | HATHIN | PALWAL | HARYANA | 121103 | ₹35.6 L Quoted ₹38.7 L | L1 | Accepted-AOC AOC |
| 2 | L2₹41.2 LRejected-Finance | ₹41.2 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-As per Notification 480-C-7-2025/4728 dated 27.06.2025 work upto One Crore is reserved for Cooperative Labour and Construction Societies. Therefore agency is not considered for Technical Evaluation |
| 4 | Not Admitted-Fee/PreQual/Technical KRISHNA COLONY FA RAILWAY LINE PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | - | - | Not Admitted-Fee/PreQual/Technical Others-As per Notification 480-C-7-2025/4728 dated 27.06.2025 work upto One Crore is reserved for Cooperative Labour and Construction Societies. Therefore agency is not considered for Technical Evaluation |
| 5 | Not Admitted-Fee/PreQual/Technical H NO DG 644 WARD NO 15 ADARSH COLONY PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | THE SACHIN COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED L1 | THE ALTMAS COOPERATIVE L C SOCIETY LTD ADBAR L2 |
|---|---|---|---|---|---|
| 1.00 | Recovery of 80mm thick old Interlocking Paver Blocks/Vibrated/Hydraulic Block completed in all respect | 30,044 | NO. | 1 -₹30,044 | 2 -₹60,088 |
| 2.00 | EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage | 711.11 | cum | 500 ₹3.6 L | 700 ₹5.0 L |
Updated dates
Tender Value
₹34.0 L
EMD Value
₹67,940
Closing Date
10 Mar 2026, 5:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
Re Construction of IPB Street along with Drain from chhavery public school gali to to H/o sundar, side choti gali and from H/o swami tent wala to H/0 Vikash Kalyan enclave and Construction of IPB Street along with Drain in choti kacchi gali from H/o
2026_HRY_505188_1
20261B83415E F2D6 4FCA A122 51BBE67D6F0E294ULB
Open Tender
Civil Works
180 days
Palwal
2 documents required · 2 mandatory
₹2,000
₹67,940
Yes
15 Apr 2026
26 Feb 2026
11 Mar 2026
26 Feb 2026
10 Mar 2026
26 Feb 2026
Recovery of 80mm thick old Interlocking Paver Blocks/Vibrated/Hydraulic Block completed in all respect
EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage
Percentage BoQ
BoQ_Ver3.0
Bidder Name :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
[17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded 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 clause 401.of MORTandH specifications 2. Grading II material [Through Rate]
[17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]
[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling 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 [Through Rate]
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 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 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]
[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]
[21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate]
[30.87.2]Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 2. Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 [Through Rate]
[6.1.7]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: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate]
[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.34.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars [Through Rate]
[6.8.2]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 2. 40mm thick [Through Rate]
[7.20.2]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement Mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
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