Tender For Construction Of Dewats (Capicity 30 Kld) At Panchayat Butla Block Bhaderwah
Tender Value
27.46 Lakhs
Estimated cost
Bid Submission
03 Sep 2026
0 days left
EMD
54920
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Doda → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Dewats (Capicity 30 Kld) At Panchayat Butla Block Bhaderwah
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Hard Rock (Blasting Prohibited) |
| 4 | Extra for every additional lift of 1.5 m to 3.0 m or part there of |
| 5 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. |
| 6 | Supplying and filling 40mm-75mm down size aggregates along with with watering and ramming as specified by ENGINEER-IN-CHARGE (to be paid as per actual ) |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 9 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Note: - Cement content considered in this item is @ 330 kg/ cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Providing plastering 2 to 3 cm , thick in CM 1:4 proportion including scaffolding , racking out joint smooth finishing with minimum 2% of approved quality water proof compound including curing with all lead & lift for all material etc., complete to be paid as per actual. |
| 12 | 20mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 13 | Providing and removing centering, shuttering, strutting, propping etc and removal of formwork for flat surface such as roofs, landings, balconies, and likes, thickness upto 200mm including cost of all materials, labour complete as per specifications upto 3.50m from ground level, RCC Wall, PGF |
| 14 | Providing and removing centering, shuttering, strutting, propping etc and removal of formwork for flat surface such as roofs, landings, balconies, and likes, thickness upto 200mm including cost of all materials, labour complete as per specifications upto 3.50m from ground level, RCC for Top Slab |
| 15 | Providing and removing centering, shuttering, strutting, propping etc and removal of formwork for flat surface such as roofs, landings, balconies, and likes, thickness upto 200mm including cost of all materials, labour complete as per specifications upto 3.50m from ground level, PCC for Settler, RCC for Base slab |
| 16 | Providing and fixing G.I. pipes complete with G.I. fittings wit latest amendments ended with integral sockets with ISi mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing commissioning, including loading and unloading at both destinations and cut of pipes wherever necessary inciding Jointing of Gi pipes(with cost of elastomeric sealing rings an specials(excluding cost of specials)with jointing of approved with all labour, with all lead & lift including encasing the phe alround to a depth of not less than 15cms with soft gravelorr selected earth available from the excavation etc complète and hydraulic test to the required pressung as ISS(contractor will make his own arrangements for praeuring water for testing) 110 mm dia vertical pipes (Medium), |
| 17 | Providing and fixing G.I. pipes complete with G.I. fittings wit latest amendments ended with integral sockets with ISi mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing commissioning, including loading and unloading at both destinations and cut of pipes wherever necessary inciding Jointing of Gi pipes(with cost of elastomeric sealing rings an specials(excluding cost of specials)with jointing of approved with all labour, with all lead & lift including encasing the phe alround to a depth of not less than 15cms with soft gravelorr selected earth available from the excavation etc complète and hydraulic test to the required pressung as ISS(contractor will make his own arrangements for praeuring water for testing) 150mm dia Gi Pipe at AF for Desludging |
| 18 | Supplying and fixing in position Ci manhole covers with Cl (Heavy duty) of best approved quality with necessary welding and painting with one coat of zinc chromite primer and two coats of epoxy painting complete. (As per instruction of Engineer Incharge)as per standard specification etc., complete compying with standard specifications 700mmx700mm |
| 19 | Providing/Laying of Coarse Aggregrate size as below after washing and sieving to make it free from fines and dust,16-20mm nominal size for base preparing of PGF, 90-120mm nominal size for base preparing of PGF and 10-12mm nominal size for base preparing of PGF. |
| 20 | Plants: providing/Planting common reeds or other rhizoms eg oyster, beat, llly, cana Indica rypha etc |
| 21 | Add for miscellaneous items (drain to divert dry weather flow, trash screening arrangement ind catchment arrangement and any other items found necessary during execution) as per directions of EIC |
| 22 | Carriage of Sand |
| 23 | Carriage of Aggregate |
| 24 | Carriage of Steel |
| 25 | CIB (citizen information Board ) size 4'0\\"x5'0\\"x0'9\\" (above plinth level) with tepered top having 20 degree slope in Brick Masonary(1:4) including plaster , paint, lettering and logos as per instruction of Engineer -in-charge including carriage of material. ( complete job) |
| 26 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : |
| 27 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 28 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 29 | Boulder filling |
| 30 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 32 | Carriage of Sand & Bajri |
| 33 | Carriage of Stone Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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