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Tender Value
₹5.3 L
EMD Value
₹10,560
Closing Date
26 Aug 2026, 5:00 pm2d left
Ashok Kumar
Municipal Committee Meham
IPB WORK , GSB , BRICK WORK etc.
2026_HRY_542223_1
2026D308A789 AE10 42BE 89AA 5BD43F87040A317ULB
Open Tender
Civil Works
Works
70 days
Meham
Recall CONST OF STREET AND DRAIN FROM SAUNNY MANDIR TO LAND OF BABA
2 documents required · 2 mandatory
₹1,000
₹10,560
Yes
20 Aug 2026
20 Aug 2026
27 Aug 2026
20 Aug 2026
26 Aug 2026
20 Aug 2026
20 Aug 2026 - 22 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 |
|---|---|---|---|---|---|
| 1 | [10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate] | - | Sqm | 216 | - |
| 2 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | - | Sqm | 113 | - |
| 3 | [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] | - | cum | 1,044 | - |
| 4 | [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] | - | Sqm | 655 | - |
| 5 | [17.8.1]Compaction 1. Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling [Through Rate] | - | cum | 48 | - |
| 6 | [17.8.2]Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications [Through Rate] | - | cum | 27 | - |
| 7 | [17.8.3]Compaction 3. Extra for rolling to specifications [Through Rate] | - | cum | 27 | - |
| 8 | [2.HO001] HO001. Royalty for good earth [Rate] | - | cum | 36 | - |
| 9 | [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] | - | Metre | 160 | - |
| 10 | [21.87.1.1]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.1. Single road gully chamber - Size: 610mm x 457mm x 800mm [Through Rate] | - | Each | 3,237 | - |
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