Tender For Dnit For Providing Rain Water Harvesting System In Official Premises For Cm-Lok Milni At Old Baradari In District Jalandhar
Tender Value
17.02 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
9 days left
EMD
34100
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalandhar → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Dnit For Providing Rain Water Harvesting System In Official Premises For Cm-Lok Milni At Old Baradari In District Jalandhar
BOQ
| Sl. No. | Item Description |
| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority :- EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B&R JALANDHAR Name of Work :- DNIT FOR PROVIDING RAIN WATER HARVESTING SYSTEM IN OFFICIAL PREMISES FOR CM-LOK MILNI AT OLD BARADARI IN DISTRICT JALANDHAR Contract No: Civil Works Name of the Bidder/ Bidding Firm / Company : 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 # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Work Name Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | i) CIVIL WORKS |
| 3 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of renches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 4 | Cement concrete 1:8:16 with stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 5 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steelreinforcement centring and shuttering in foundation and plinth. |
| 6 | Centering and shuttering for faces of walls, partitions,retaining walls and the like (vertical or battering including attached pilasters buttresses etc. Centering and shuttering for faces |
| 7 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 8 | Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete |
| 9 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm 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 300-2 as per Technical clause 305 ofMORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 10 | ii) PUBLIC HEALTH WORK |
| 11 | Roof Top Rain water Harvesting |
| 12 | 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 fordiversion 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. |
| 13 | Depth not exceeding 3 m. BGL |
| 14 | All kinds of soil except rocky |
| 15 | Providing, Laying , fixing & jointing of P.V.C.Pipes as per ISI-4985 (ISI marked with theprior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. |
| 16 | 160 mm o/d PVC pipe of 4 Kgf. / sqcm |
| 17 | 200mm o/d PVC pipe of 4 Kgf. / sqcm |
| 18 | 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, 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 |
| 19 | Single Road Gully chamber |
| 20 | Size 610mm x 457mm x 800mm |
| 21 | Construction of Rain water recharge well 3.00mtr dia with working depth 3.50mtr dia consisting of drilling bore 300mm dia 35mtr, supplying and lowering pvc perforated housing pipe 200 mm dia 10kgf/sqcm 50mtr sorrunded with filtermedia , galvanised stainer CI pipe Class LA 150mm i/d 4mtr duly plugged from top with bail plug, fixing MS clamp, MS socket, Well size 3.00 mtr internal dia, 5.50 mtr deep constructed with BB in 1:5 cement sand mortar,plastered from inside, RCC slab, filtered media in 3 Layers, 2Nos RCC Man hole cover conneted with collecting chamber size 1mtr x 1mtr x 1.20 mtr deep providing and fixing MS grating and all other relevent material required as per site complete in all respect as per drawing attached and entire satisfaction of the Engineer-in-charge . (Note :- Payment will be made as per CSR Based Rates Plus/Minus Quoted rates). |
| 22 | De-Silting Chamber: |
| 23 | Construction of brick masonry desilting chamber of size 3000 x 1500 x 750 (effective depth below IL of incoming pipe) before recharge well with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) or in RCC1:2: 4, foundation concrete 1:4:8 mix (1 cement : 4 coarse sand; 8 graded stone aggregate 40mm nominal size), inside and outside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement inside,and rough plaster on outside, including fixing of grating, neatly finished complete in all respects including neccessary excavation, refilling and disposal of surplus earth, complete. Desilting chamber shall be provided with 600 X 600 mm 2 nos heavy duty manhole covers.(Note :- Payment will be made as per CSR Based Rates Plus/Minus Quoted rates). Total in Figures 1702907.15 1702907.15 INR Seventeen Lakh Two Thousand Nine Hundred & Seven and Paise Fifteen Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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