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Tender Value
₹47.9 L
EMD Value
₹95,858
Closing Date
22 Jun 2026, 5:00 pmDue tomorrow
Similar tender results from the same govt authority in the past 3 years.
Superintending Engineer
Municipal Corporation Patiala
Rough Cost Estimate of Construction of Recharge well (Khambati Kho) in various sites of Patiala-1 Est Cost Rs. 47.92 lacs dt 22/23.06.2026
2026_DLG_169974_1
MCP/2026/106-108/02
Open Tender
Civil Works
93 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹95,858
Yes
12 Jun 2026
12 Jun 2026
23 Jun 2026
12 Jun 2026
22 Jun 2026
12 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 |
|---|---|---|---|---|---|
| 1 | Dismantling concrete
lime concrete, cement concrete of 1:6:12 or leaner mix | 9.93 | cum | 846.34 | ₹8,404.18 |
| 2 | Cement concrete plain 1:2:4 mix | 3.97 | cum | 2,802.74 | ₹11,132.48 |
| 3 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. For depth exceeding 7.50 m but not exceeding 9.00 B.G.L
All kinds of soil except B.G.L | 1,330.62 | cum | 202.27 | ₹2,69,144.51 |
| 4 | Providing laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class SN 8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and solvent should be of sam make as that of pipes) complete in all respects
200mm o/d pipe | 500 | m | 3,144.32 | ₹15,72,160 |
| 5 | 250mm o/d pipe | 300 | m | 3,012.81 | ₹9,03,843 |
| 6 | 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 C.C 1:6:12 in foundation, first class
brick work laid in cement sand mortar 1:5,v 40mm 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 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely
smooth polished and correct to template
including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge.
Single Road Gully chamber
Size 610mm x 457mm x 800mm | 40 | no | 12,281.62 | ₹4,91,264.8 |
| 7 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the
stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over
manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD)
RCC Man hole cover with Frame
560mm i/d RCC man hole cover with
frame as per ISI
Heavy duty | 10 | cum | 2,045.9 | ₹20,459 |
| 8 | First class burnt brickwork laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. | 90.16 | cum | 5,426.58 | ₹4,89,246.34 |
| 9 | First class 115mm thick honey comb brick work laid in cement mortar 1:4 | 211.32 | sqm | 707.95 | ₹1,49,606.12 |
| 10 | Reinforced cement concrete M-20
mechanically batchmixed using batch type concretemixerasperIS:1791andvibratedby
needle vibrator but excluding steel
reinforcement centring and shuttering in foundation and plinth | 29.79 | cum | 5,428.69 | ₹1,61,720.68 |
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