Tender For Rough Cost Estimate Of Construction Of Recharge Well (Khambati Kho) In Various Sites Of Patiala-1 Est Cost Rs. 47.92 Lacs
Tender Value
47.92 Lakhs
Estimated cost
Bid Submission
22 Jul 2026
6 days left
EMD
95858
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Patiala → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rough Cost Estimate Of Construction Of Recharge Well (Khambati Kho) In Various Sites Of Patiala-1 Est Cost Rs. 47.92 Lacs
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling concretelime concrete, cement concrete of 1:6:12 or leaner mix |
| 2 | Cement concrete plain 1:2:4 mix |
| 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.LAll kinds of soil except B.G.L |
| 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 respects200mm o/d pipe |
| 5 | 250mm o/d pipe |
| 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 classbrick work laid in cement sand mortar 1:5,v 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not lessthan 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutelysmooth polished and correct to templateincluding 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 chamberSize 610mm x 457mm x 800mm |
| 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 thestores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines overmanholes 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 Frame560mm i/d RCC man hole cover withframe as per ISI Heavy duty |
| 8 | First class burnt brickwork laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 9 | First class 115mm thick honey comb brick work laid in cement mortar 1:4 |
| 10 | Reinforced cement concrete M-20mechanically batchmixed using batch type concretemixerasperIS:1791andvibratedbyneedle vibrator but excluding steelreinforcement centring and shuttering in foundation and plinth |
| 11 | Supplying & laying dry brick bats |
| 12 | Cold twisted detormed (Ribbed/ Tor steel)Bars(Fe500gradeasperIS1786-2008),for R.C.C works, where not including in the complete rateof RCC includingbendingandbinding placing in position complete |
| 13 | Aggregates(averagerateofall thequarries) Note:-Quarrywiseaggregatesratesattachedat Annexure-I) StoneMetal HandBroken/Crushed, CrushedBajri 53mm to 22.4mm nominal size |
| 14 | 12mm to 13.2mm nominal size |
| 15 | Coarse Sand |
| 16 | RECOVERY OF GOOD EARTH Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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