Bhakra Beas Management Board Tender
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Bhakra Beas Management Board - BBMB Tender
Civil And Construction
Building Construction
Eprocure
Opening Date8 Nov 2024
Closing Date7 Dec 2024
Tender Amount₹ 16,82,000
Costs
EMD
₹ 33,640Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BBMB_213681_1Bid Award Id
ViewTender No
NIT-224/BDD/2024Tender Authority
Bhakra Beas Management Board ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
BOQ Items
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Providing and Laying Out Door precast designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3 (1 ordinary cement: 3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer-in-charge.
(As per CSR item No. 14.135)
400
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Cement concrete 1:2:4 ballast or shingle (b) With stone ballast or shingle
(ii) mixing by mechanical means using concrete mixer volumetric type.
[As per CSR Item No. 10.13 (a) (ii)]
6.8
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Steel work fixed independently without connecting plates including cutting hoisting and fixing in position.
(c) Tees angles & channels. [As per CSR item No.18.1 (c) (AOR)]
7.48
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Structural steel work in angles, tees, flats, riveted,including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position.
(a)For roof truss, well curbs, plate girders etc. of any span for building for bridges upto 15M span.
[As per CSR item No.18.3 (a) (AOR)]
4.85
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Providing & fixing G.I Chain Link Fabric fencing of required width in mesh size 50 x 50 mm including strengthening with 2 mm dia wire of nuts, bolts and washers as required complete as per direction of Engineer - in charge. AOR
240
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Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. (As per CSR item No.16.16)
59.48
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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. (As per CSR item No.16.17)
59.48
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Providing and fixing of Air Walker/Stroller double including all fitting required as per the approval of Engineer-in-charge. (M.R)
1
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Providing and fixing of Double surf board including all fitting required as per the approval of Engineer-in charge.(M.R)
1
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Providing and fixing of Horse Rider including all fitting required as per the approval of Engineer-in-charge.(M.R)
2
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Providing and fixing of Leg press double including all fitting required as per the approval of Engineer-in-charge.(M.R)
1
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Providing and fixing of Parallel bars including all fitting required as per the approval of Engineer-in-charge.(M.R)
1
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Providing and fixing of Rowing machine including all fitting required as per the approval of Engineer-in charge.(M.R)
2
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Providing and fixing of Sit-up board (Double) including all fitting required as per the approval of Engineer-in-charge.(M.R)
1
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Providing and fixing of Cross Walker double including all fitting required as per the approval of Engineer-in-charge.(M.R)
1
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Providing and fixing of Tripple twister including all fitting required as per the approval of Engineer-in-charge.(M.R)
1
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Providing and fixing of Cycle including all fitting required as per the approval of Engineer-in-charge.(M.R)
2
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Providing and fixing of Bridge ladder including all fitting required as per the approval of Engineer-in-charge.(M.R)
1
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Providing and fixing of Pull Chair including all fitting required as per the approval of Engineer-in-charge.(M.R)
1
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Providing and fixing of Chest Press including all fitting required as per the approval of Engineer-in-charge.(M.R)
1
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Providing and fixing of Three wheel shoulder including all fitting required as per the approval of Engineer-in-charge.(M.R)
1
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Providing and fixing of Replay Leg Press wheel shoulder including all fitting required as per the approval of Engineer-in-charge.(M.R)
2
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Providing and fixing of Single Cross Walker wheel shoulder including all fitting required as per the approval of Engineer-in-charge.(M.R)
1
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Providing and fixing of 30 Watt White LED light with 6 meter height of Pole Nominal Bore size of tube 65 mm with thickness 3.6 mm. (M.R)
4
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Advance Direction sign board 1200x1200mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012.(As Per CSR Item No. 24.48 (C) (i)
1
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B. For Bus Stop:- 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.
(As Per CSR Item No. 6.6)
9.62
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Earth filling
Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
(As per CSR Item No. 6.8 (a) (i)
1.57
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Cement concrete 1:6:12
(b) With stone aggregate 40mm gauge
(ii) mixing by manual means mixing by mechanical means using concrete mixer volumetric type.[As per CSR Item No. 10.8 (b) (ii)]
3.34
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First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth. [As per CSR item no. 11.3 (i)]
4.75
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115mm thick brick wall in cement sand mortar 1:4 without reinforcement in foundations and plinth. (As per CSR Item no. 11.35)
3.03
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Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded. (As per CSR Item no.10.26)
2.86
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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.(As per CSR Item No. 11.4 (i)]
10.5
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Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.(As per CSR Item No. 9.6)
2.72
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Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.(As per CSR Item No. 9.8)
25.6
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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 foundation and plinth. (As per CSR Item No. 10.15)
3.34
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Cold twisted detormed (Ribbed/ Tor steel) 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 binding placing in position complete. (As per CSR Item No. 18.18 (AOR)
2.58
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Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing. [As per CSR Item No.13.13 (i)]
18.87
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Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16. (As per CSR Item No. 13.45)
2
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Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. (As per CSR Item No. 13.55)
17.38
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Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (As per CSR Item No. 13.74)
7.93
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Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.[As per CSR Item No. 13.75 (a)] a) UPVS 110 mm bend.
4
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12.5 mm thick cement plaster 1:5 (As per CSR Item No. 15.10)
64.19
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20mm thick cement plaster 1:5 in two coat work.
(As per CSR Item No. 15.21)
36.05
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Plastering on underside of ceiling 6mm thick cement plaster 1:3 (As per CSR Item No. 15.41)
19.84
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Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100 mm fine sand filling using mechanical mixer for mixing of material.
(As per CSR Item No. 14.3)
15.61
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Cement concrete 1:2:4 a) With stone ballast or shingle ii)mixing by mechanical means using concrete mixer volumetric type.[As per CSR 10.13 (ii)]
0.78
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Kotah stone tiles 20mm thick in skirting risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing.
(As per CSR Item No. 14.86)
31.75
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Finishing walls with cement based water soluble exterior paint such snowcem, robbiacem etc. two or more coats to give an even shade. (As per CSR Item No. 16.13)
64.19
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Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade.(As per CSR Item No. 16.10)
36.05
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White washing (two or more coat)
(As per CSR Item No. 16.2)
19.84
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Bricks and bricks jali tile with 22.86cmx11.43 cm thick alternate layer laid in cement sand mortar 1:4 using 30 number bricks tiles 22.56x11.43x3.81cm (As per CSR Item No. 11.51)
3.49
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Advance Direction sign board 1200x1200mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012.(As Per CSR Item No. 24.48 (C) (i)
1
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Providing and fixing of 30 Watt White LED light with 7 meter height of Pole Nominal Bore size of tube 65 mm with thickness 3.6 mm. (M.R)
1
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