BRR : 11345565
Click Here To View Tendering Authority. Price Bid City/State :  Arki, Himachal Pradesh
Tender Brief : Tender for Earthwork In Excavation For Structures As Per Drawing And Technical Specification Clause 305.1 Including Setting Out Construction Of Shoring And Bracing ,Removal Of Stumps And Other Deleterious Materials And Disposal Upto All Leads And Lifts Dressing Of Sides And Bottom And Backfilling In Trenches With Excaveted Suitable Materials As Per Mord Specification Directed By Engineer-In- Charge , Providing Form Work With Steel Plates 3.15Mm(Three Point One Five Millimetre) Thick Welded With Angle Iron In Frame 30X30x5mm((Thirty Into Thirty Into,Five)So As To Give A Fair Finish Including C... Read More
Tender Value
20,44,294
Submission Date
17-06-2026
Participated Bidder List
3 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics
2 cnet-technologies Bid Analytics 21,46,303.84 L2
3 cnet-technologies Bid Analytics 21,36,286.8 L1
Work Detail
tender for earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials as per mord specification directed by engineer-in- charge , providing form work with steel plates 3.15mm(three point one five millimetre) thick welded with angle iron in frame 30x30x5mm((thirty into thirty into,five)so as to give a fair finish including centring ,shuttering ,strutting and propping etc. with wooden battens and ballies , height of propping and centring below supporting floor to ceiling up to all heights and level removal of the same for insitu-reinforced concrete & plain concrete work in: as per hppwd specification 1990 (one thousand nine hundred ninety ) volume-i including carriage of mateiral in all leads and lifts and as per the direction of engineer-in-charge. , foundations footing and basis of columns. , providing and laying concrete for plain /reinforced concret in open foundation complete as per drawings and technical specifications mord clause 802,803, 1202 &1203 . plain cement concrete nominal mix 1:5:10 (1 cement: 5 sand :10 aggregates-40mm)including carriage of materials in all leads and lifts. and as per the direction of engineer-in- charge , providing and laying concrete for plain /reinforced concret in open foundation complete as per drawings and technical specifications mord clause 802, 803, 1202 &1203 including carriage of materials in all leads and lifts. a)p.c.c 1:3:6.(1 cement :3 sand : 6 agg. 20mm nominal size) i/c carriage of material within all leads & lifts as per the direcion of engineer in-charge. , providing and laying cement concrete work 1:1.5:3 (one cement one point five sand :three graded stone aggregate twenty milimetre nominal size) mechanically mixed and vibrated for compacting concrete to requred strength and curing complete excluding cost of form work and reinforcement for reinforce cement concrete as per hppwd specification 1990 (one thousand nine hundred ninety ) volume-i inlcuding carriage of materials in all leads and lifts and as per the direction of engineer-in-charge.(lintels, beams girders bressumers and cantilevers upto floor five level :) , providing mild steel/tor steel for reinforced cement concrete work including bending, binding and placing in position complete. mild steel and medium tensile steel bars including carriage of materials in all leads and lifts and as per the direction of engineer-in-charge.. , 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 including carriage of materials in all leads and lifts. and as per the direction of engineer-in- charge , supplying and fixing woven plains g.i. wire fencing of mesh 50mm to 150mm to any type of standard rails, strainging bolts. etc. including provision of binding wire, staples etc.with in all leads and lifts and as per the direction of engineer-in- charge , providing corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required including carriage of materials in all leads and lifts. and as per the direction of engineer-in- charge , providing ridges or hips of width 60 cm overall width plain g.s. sheet fixed with polymer coated j or l hooks, bolts and nuts 8 mm dia g.i. limpet and bitumen washers complete including carriage of materials in all leads and lifts. and as per the direction of engineer-in- charge , providing and fixing m.s. bp sheet 1.66mm to 2mm thick in eaves board/facia/ soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of engineer-in-charge (base members of steel work shall be measured & paid separtely) with in all leads and lifts and as per the direction of engineer-in- charge , applying priming coat over new steel and other metall surfaces after and including preparing the after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brusses fine steel wool scrapers and sand papers complete as per hppwd specification 1990 (one thousand nine hundred ninety ) volume-i with in all leads and lifts and as per the direction of engineer-in- charge , painting steel work with deluxe multi surface paint to give an even shade. two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture with in all leads and lifts and as per the direction of engineer-in- charge
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