Tender For Restoration Of Rain Damages To Lwss Gadhiara Langhu (Bahi ) Sakri In Tehsil Baijnath Distt. Kangra (Hp) (Sh :- Construction of Filter Bed 1 Unit At Chobhu). (Estimated Cost Rs. 979760/-Only Earnest Money Rs. 20000/-Only Time Limit Six Mont
Tender Value
9.79 Lakhs
Estimated cost
Bid Submission
05 Nov 2026
1 days left
EMD
20000
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damages To Lwss Gadhiara Langhu (Bahi ) Sakri In Tehsil Baijnath Distt. Kangra (Hp) (Sh :- Construction of Filter Bed 1 Unit At Chobhu). (Estimated Cost Rs. 979760/-Only Earnest Money Rs. 20000/-Only Time Limit Six Months Cost Of Form Rs. 350/-
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer, IPH Division, Baijnath. Name of Work: Restoration of Rain damages to LWSS Gadhiara Langhu (Bahi ) Sakri in Tehsil Baijnath Distt. Kangra (HP) (SH :- C/O Filter bed 1 unit at Chobhu). (Estimated Cost Rs. 979760/-Only Earnest Money Rs. 20000/-Only Time Limit Six Months Cost of form Rs. 350/- Contract No: 01894-263080 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 # Sr No. Item Description Item Code / Make Quantity Units Estimated Rate inRs. P 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 inRs. 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 Without Taxes inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc.conslidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 metres complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 3 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 4 | Providing form work with steel plates 3.15mm thich welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering struttting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mts. And removal of the same for in-situ reinforced concrete and plain concrete work in:- |
| 5 | Vertical , surfaces such as walls (any thichness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like circular or curved in plan. complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 6 | flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like (floor etc upto 200 mm th.) complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 7 | Providing and laying cement concrete work 1:1.5:3 (1 cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : |
| 8 | foundation footing base of coloumn and the like and mass concrete.complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 9 | Wall any thickness but not less than 0.1 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level. complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 10 | Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : |
| 11 | Suspended floor roofs, landing, shelves and their supports balconies beams, girders, bressumers and cantilevers upto all floor level complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 12 | Providing and fixing Tor steel reinforcement for work includingin position including cost of binding wire upto all floor level complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 13 | Manufacturing, febrication & fixing of M.S. man hole cover of 0.60x.60 m size made of M.S. Sheet 2.0 mm thick with M.S. angle 35x35x5mm thick with hinges one side and sliding door bolt for locking arrangement i/c cutting, welding and priming & Painting two coats of anamel paint sky complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 14 | P/Laying GMS/MS Pipes conforming to relevants BIS codes of below mentioned diameters fully jointed with MS Flanges of Table-5 as per IS:6392- 1971 excluding the cost of excavation in trenches complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 15 | 100 mm dia |
| 16 | Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : |
| 17 | foundation footing base of coloumn and the like and mass concrete complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 18 | Providing and supplying of Cast Iron double flange Sluice valve of following diameter heavy duty PN-1.6 of Kirloskar / Leader Make including cost of nuts bolts rubber sheet 4mm thick entire carriage and welding of flange T-5 of both end in double end in double layerof GI Pipe testing of joints at site confirming to IS:14846 latest with upto date ammendaments complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 19 | 100 mm dia |
| 20 | Brick work using common burnt clay building bricks inforcement plinth, insusper structure above plinth level upto floor shevel (2nd class bricks) groved out joint with CM 1:3( (1 cement 4 Sand) complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 21 | Providing and placing new filter media horizontal layer of filter media duly graded secreened washed and cleaned complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 22 | 1st layer:-broken stone duly screened, washed & graded from 50 mm to 75 mm |
| 23 | 2nd layer:- stone agg. duly screened, washed & graded from 20 mm to 25 mm |
| 24 | 3rd layer:-stone agg. duly screened, washed & graded from 6 mm to 20 mm |
| 25 | 4th layer:-coursed sand. duly screened, washed & graded from 2 mm to 6 mm |
| 26 | Top layer Fine sand (Eff. Size 0.20mm to 0.40mm and Uniformity co-efficient 2.00 to 3.00 |
| 27 | Finishing wall with water proofing cement paint (Apex altima) of approved brand & manufacture & required shade on undecorated wall surface ( two coat) to give an even shade on undercorated wall surface (two coat) to give an even shade after thotoodhly brushing the surface to remove all dirt & remains of loose powdered materials complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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