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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.4 LAccepted-AOC | ₹11.4 L | 1 | Accepted-AOC L-1 |
| 2 | 2₹11.6 L+₹19,374.37 (1.70%)Rejected-Finance | ₹11.6 L+₹19,374.37 (1.70%) | 2 | Rejected-Finance L-3 |
| 3 | 3₹12.5 L+₹1.1 L (9.76%)Rejected-Finance | ₹12.5 L+₹1.1 L (9.76%) | 3 | Rejected-Finance L-3 |
Tender Value
₹15.5 L
EMD Value
₹30,999
Closing Date
11 Jun 2026, 5:00 pmClosed
Pankaj Kumar
Municipal Committee Ratia
RE-CONSTRUCTION OF STREET MOHIT MEDICAL TO BUNTY HOUSE WARD NO 16 RATIA
2026_HRY_527288_1
202662F5C0EC C961 4CFA AAC8 236B824CFB34273ULB
Open Tender
Civil Works
Works
200 days
Ratia
IPB STREET
2 documents required · 2 mandatory
₹1,500
₹30,999
Yes
4 Aug 2026
5 Jun 2026
12 Jun 2026
5 Jun 2026
11 Jun 2026
5 Jun 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 |
|---|---|---|---|---|---|
| 1Laying and Jointing PVC Pipe. Heading | |||||
| 1.01 | [17.15.3]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 3. Grading III material [Through Rate] | 253.54 | cum | 1,044 | ₹2,64,695.76 |
| 1.02 | [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] | 1,668 | Sqm | 7 | ₹11,676 |
| 1.03 | [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] | 1,668 | Sqm | 655 | ₹10,92,540 |
| 1.04 | [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] | 1,668 | Sqm | 26 | ₹43,368 |
| 1.05 | [21.84.1]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 1. Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping [Through Rate] | 15 | Each | 3,487 | ₹52,305 |
| 2 | [3.CA001] CA001. Good earth [Rate] | 380.3 | cum | 83 | ₹31,564.9 |
| 3 | [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 [Through Rate] | 200 | Metre | 269 | ₹53,800 |
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