Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹70.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹74.0 L+₹4.0 L (5.72%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹78.5 L+₹8.5 L (12.2%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹81.7 L+₹11.7 L (16.7%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹89.0 L+₹19.0 L (27.1%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
19 Jan 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer PWD Division Poonch
Executive Engineer PWD Division Poonch
Construction of Clock Tower at Nakhwali Chowk and City Entrance Gate near S.K.Bridge Poonch
2026_PWDJK_299621_1
e-NIT No.96/2025-26 dated 2-1-2026
Open Tender
Civil Works
Percentage
90 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
Yes
Executive Engineer PWD Division Poonch
₹2.1 L
Yes
20 Jan 2026
2 Jan 2026
20 Jan 2026
2 Jan 2026
19 Jan 2026
2 Jan 2026
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 xcavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete.
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platforms.
Columns, pillars, piers, abutments, posts and struts.
Lintel, beams, plinth beams, girders, bressumers and cantilevers
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S.staircase system in the scaffoldings for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc.wherever required for inspection of work at required locations with essential safety features for the workmen etc complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. NOTE:- To be used for maintenance work judicially necessary deduction for scaffolding in the existing item to be done
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)
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation/plinth & superstructure above plinth level upto floor five level including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level :Cement mortar 1:3 ( 1 cement : 3 coarse sand)
Extra for half Brick masonry in superstructure above plinth level upto floor V level.
20mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
Extra for Carving on Plaster including fastening to the surface by providing skin reinforcement and Half brick work ( Brick work to be paid extra ) as required and painitng the same as directed by the Engineer-In-Charge. The cost is inclusive of cement and sand for plastering the wall to maintain an even surface throughout, and then applying neccessary tools for carving various floral/geometric/pattern shapes as approved in the design. Also included in the cost is framing and clamping any neccessary art objects like decorative stone, stencils etc to the carved surface. the entire surface is to be painted in exterior grade oil paints or equivalent as per details already approved in two or more layers to provide matching shades. the oil paint sueface is to be laquered for even shine.
Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.2 mm thick
Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes
110 mm diametre
110 mm dia PVC Plain bend
Prividing and fixing of 3 mm thickness APP superthermoly stp sheet polyester based sheet black finishing including coats of silver paint with not torch treatment over RCC? Cemented surface by following method (I) applying with shalitex stp primer for bitumens membrane @0.40 liters/Sqm (II) Mt. by the 3mm thickness APP superthermoly Stp black sheets polyester based sheet black finishing manufacturer of density at @ 25* C , 0.87 - 0.89 kg /ltr over primer coated layers shall be laid using butane torch and sealing all the joints longitudinal as well as transverse prepare the surface cpmplete. (III) cut 1'' deep groove above the roof surface on the papapet wall and seal edge of APP superthermoly stp polyester sheet into the groove with polymer modified mortar (IV) in case of low height papapets, terminate APP superthermoly stp polyester sheets over the papapet (V) for over lapping of joints, rub the polythylene side of membrane by wire brush, apply shali bond APP over the ribbed area , alow it to the tackly and then fix the bituminous side of APP superthermoly stp sheet polyester with hot application (VI) for longitudinal and transverse joint overlaps of 75mm and 100mm respevtively is desired. The vital physical and chemical parameter of the membrane shall as under:- Softening point of membrane not less them 150*C cold flexibility shall be upto 0*C when tested in accordance with ASTM, Joint strength in longitudinal and transverse direction at 1223*C as 350/300 N/5cm. Tear strenght in longitudinal and transverse direction as 60/80N in 3mm thick, the weight of roll (40 KG for 1 mtr bt 10 mtrs) the laying of membrane shall be got done through the certified applicator ( Certificate need to be attached)
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.
Supply and filling RBM in open area including levelling,watering and hand ramming and all carriages upto site of work complete
Supplying and stacking at site Graded crushed stone aggregate of size
63 mm to 45 mm
53 mm to 22.4 mm
Stone Screening of size
13.2 mm nominal size (Type A)
11.2 mm nominal size (Type B)
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.With medium setting bitumen emulsion.On W.B.M. /W.M.M. @ 0.4 Kg/sqm.
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.On bituminous surface @ 0.25 Kg/sqm.
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt (Complete job)
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
Dumping stone including cost of stones. On Horizontal on level.
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.
15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand)
Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including base coat of exterior primer applied @ 2.20kg/10sqm
Applying priming coats with primer of approved brand and manufacture,having low VOC (Volatile Organic Compound) content. With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ liter
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work
Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.
Manufacturing supplying and fixing Retro Reflective Sign Board of Size 39'-0"x2'-6" with Alphabets of Size 2'-3"x39'-0" including Electrice fitting,installation with back frame complete job as per direction of Engineer in Charge
Providing and fixing pre cast cement Jali with grey cement slurry mixed with pigment to match the shade of the slab incl rubbing and polishing complete with base of 1;4 mix cement mortar curing complete
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., 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. Hot finished welded type tubes
Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Providing and fixing Hi- Rib corrugated Curved/Flat G. S. colour coated sheet roofing 0.50 mm thick including vertical/ curved surface fixed Pre-colour coated sheet roofing polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G. I limpet washers or with G. I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Including all cost of material and carriages complete.
Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I.limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gram/m2
Providing and fixing of (250x32) mm ornamental eaves borading of 1st class Kail wood (Design to be Appproved by Engineer Incharge) incld. priming coat/ wood colour paint and all fittings & carriages complete.
Providing and fixing LED Flood Lights of approved Design and Pattern incld all necessary wiring.conducting control units,switches etc Complete Job with service connection as directed by Engineer -In -Charge Philips,Havells incld all items (Polycab) with carriage complete
Providing and fixing of Ornamental Top Pillar of Deodar Wood (Design to be Approved by Engineer Incharge) with carriage complete.
Providing and fixing of Devri stone tile cladding over 20 mm thick average base of ( 1:4) mix laid over & jionted with grey Cement slurry incld. all carriages complete.
Providing and fixing of (300 x 150 mm) & (150 x 150 mm) Devri Stone Coping stone coping as approved by Engineer in Charge in (1:3) -Mix incld all carriages
Providing and Fixing of brick tile cladding over and 20mm fixing avg.thick external basetile laid slurry over mixed and with jointed with pigment grey to cementmatch the shade of the slab including rubbing and polishing complete with base of 1 :4 (1 cost cement of : 4 cement coarseand sand) curing & all carriages complete
Carriage of material by M.T incl loading/unloading & stacking complete
Sand avg. lead 236 km by MT
Sand /Stone agg. above 40 mm nominal size avg. lead 05 km by MT
Sand /Stone agg. below 40 mm nominal size avg. lead 05 km by MT
Brick avg. Lead 236 km by MT
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.86 MB
Tendernotice_2.pdf
PDF • 0.92 MB
BOQ_971934.xls
BOQ • 0.38 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .