Bhakra Beas Management Board Tender
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Costs
EMD
₹ 1,20,790Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_BBMB_224259_1Tender No
837/25/TSTender Authority
Bhakra Beas Management Board ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
BOQ Items
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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 trenches, 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.(CSR Item No. – 6.6)
43.94
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Cement Concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type (CSR Item No. – 10.13 (a) ii)
17.32
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First class burnt brick laid in cement sand mortar 1:6 in foundation and Plinth. (CSR Item No. – 11.3 (i))
9.4
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Damp proof course 4 cm thick of CC 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded. (CSR Item No. – 10.26)
18.46
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First class burnt brick work laid in cement sand
mortar 1:6 in first storey upto 4 metres above
plinth level. (CSR Item No. – 11.4 (i))
49.63
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12.50 mm thick cement plaster 1:6 (CSR Item No. – 15.11)
419.75
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Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I. pipes line and making good the same to its original condition. a) Size 75mmx75mm (CSR Item No. – 30.85 (a ))
82.3
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Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish where required. (c) Through wall 34.29 cm thick (CSR Item No. – 28.56 c)
40
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Steel work fixed independently without connecting plates including cutting hoisting and fixing in position ( c)Tees angles & channels CSR 18.1 ( c ) labour Rate (CSR Item No. – 18.1(c))
99.19
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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 (CSR Item No. – 18.53)
112
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Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. (b) 0.60 mm (+ 0.05 %) thick (CSR Item No. – 13.27(iii)(b))
1647.99
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Cement concrete 1:6:12 With stone aggregate 40mm gauge mixing by mechanical means using concrete
mixer volumetric type (CSR Item No. – 10.8 b (ii))
60.55
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Providing & fixing glass strips 4mm thick in floors. (a) 50 mm wide (CSR Item No. – 14.105 (a))
2318.12
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Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixture for mixing of meterial. (CSR Item No. – 14.7)
1607.63
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Floating coat of 1.5mm thick neat cement laid in one operation to the topping. (CSR Item No. – 14.4)
1607.63
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Finishing walls with cement based paint water soluable exterior paint such as snowcem , robbiacem etc. two or more coats to give an even shade. (CSR Item No. – 16.13)
430.83
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Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects. (CSR Item No. – 18.10)
310.19
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Applying priming coat with metal primer on new steel or iron work including preparation of surface. (CSR Item No. – 16.20)
909.56
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Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. (CSR Item No. – 16.17)
1425.15
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Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. (CSR Item No. – 9.8)
88.59
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. (CSR Item No. – 10.20)
9.82
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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe-500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete (CSR Item No. – 18.18)
7.86
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Removing Doors and Windows (Steel or wood) with chowkhats by making recesses in walls when the wall is not to be dismantled. (a) Doors of area 3 sqm and below (L/R) (CSR Item No. – 8.26 (a))
20
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Fixing chowkats in existing opening including embedding chowkats in floors or walls, cutting masonry for hold fasts embedding hold fasts in cement concrete holes with cement concrete 1:3:6, painting two coats of bitumen to sides of chowkats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 m lead :- (a) Door chowkats (1.22 m x 2.06 m) (CSR Item No. – 31.2 (a))
20
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Carriage of MS Bars, Steel, Coal, Lime, GI pipes and specials, CI manhole covers, steps and other castings and ancillary miscellaneous items like lead, hemp yarn etc. lead 1 km including loading & unloading. (CSR Item No. – 5.2 (iv) & 4.9)
9.92
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Carriage of Bricks lead 1 km including loading & unloading by mannual means. (CSR Item No. – 5.2 (vi) & 4.3)
17.17
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Carriage of Bricks Bats lead 1 km including loading & unloading by mechanical means. (CSR Item No. – 5.2 (i) & 4.1 A)
17.62
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Providing, laying, jointing, fixing and testing ISI marked G.I. pipe (as per IS 1239) B-class including cost of specials (such as tees, bends, sockets, elbows etc.) painting with anti-corrosive bitumastic paint, testing, cutting, threading inside building complete.
(a) 15 mm i/d (CSR Item No. – 28.35 ( a))
242.32
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