Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Eprocure
Opening Date18 Nov 2024
Closing Date10 Dec 2024
Tender Amount₹ 54,92,693
Costs
EMD
₹ 1,09,854Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAD_770427_1Tender No
37/WS/AMRUT/AMC/2024-25Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
734.21
324
237884.04
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.(a) In ground floor including roof
68.6
1956
134181.6
Batch Mixed concrete of M 25 Grade with well Graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu. M of Wet concrete produced in computerised batching plant under controlled condition using approved super plasticizer designing concrete mix following I.S 10262 and I.S. 456 transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required level of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification and direction of the Engineer-in charge including hire charges of computerised batching plant, transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. Consumption of cement will not be less than 300 Kg of cement per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. [Cement to be supplied by Deptt, if Cement is supplied by agency then item rate to be deduced as per Format A of Annexure I] [with Batching Plant & transit mixer] In Ground Floor& Foundation. [Pakur Variety].(i) Without approved concrete pump. [Item no.-13,i, page-28]
83.4
5707
475965.47
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor 3 mm thick topping (High polishing grinding on this item is not permitted with ordinary cement) using grey cement (ii) 25 mm thick square meter.
196
256
50364.16
Labour for fitting and fixing G.I. pipes above ground (exposed) in structures with holder bat clamps including cost of jointing materials, holder bat clamps etc.,as necessary, including cutting pipe, making threads etc. complete in all respect with two coats of painting with approved paint any height. (Payment will be made on the centre line measurement of the total pipeline including specials. Payment of painting will be paid seperately )(viii) 80 mm dia.
120.23
94
11301.62
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface (i) With 1:6 cement mortar (c) 20 mm thick plaster.
1053
151
159750.63
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
379
32
12412.25
Labour for Chipping of concrete surface before taking up Plastering work
196
21
4116
(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor(ii) (ii) Grill weighing above 16 Kg./sq.mtr and above
3.28
9696
31802.88
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
89.23
5304
473278.6
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4m (i) JSW / JSPL /SHYAM /SRMB / BMASL / ELECTROSTEEL / SSL.
11.32
54674
618918.62
Hire and labour charges for shuttering with centering and necessary stagingupto 4 m using approved stout props and thick hard wood planks of approvedthickness with required bracing for concrete slabs, beams and columns,
lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor. (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
588
363
213444
Brick work with 1st class bricks in cement mortar (1:6)(b) In superstructure, ground floor
18
4989
89814.6
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand.
798
38
30324
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (a) On timber or plastered surface :With other than hi-gloss of approved quality-With other than hi-gloss of approved quality-(ii) Two coats (white in shade)
798
78
62244
(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
25
29
725
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. includingusing of approved putty etc. on the surface, if necessary :(iv) Two coats (with any shade except white)
25
79
1975
Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]
i) 80 mm to 150 mm dia pipe
2
11804
23608
ii) 250 mm to350 mm dia pipe
2
18606
37212
iii) 400 mm to 450 mm dia pipe
2
21972
43944
Cost iron double flanged manually operated sluice valves generally conforming to IS 14846 : 2000, having four faces and spindle nut inside screw non- rising spindle type gunmetal/AISI 410 suitable for PN 1.0 rating complete with ball thrust bearing and enclosed gearbox (EN-8 with hardened by nitriding pinions of EN-19), flanges flat faced and drilled to IS.: 1538 : 1993. Valves tested by closed end method.
400 mm Dia
1
105429
105429
350 mm Dia
1
94478
94478
300 mm Dia
1
24205
24205
150 mm Dia
2
7487
14974
Supplying, fitting and fixing of C.I. Mechanical flexible Flange Socket Tailpiece suitable for making flanged connection with the plain barrel of C.I. Spun Pipes (as per IS : 1536) and D.I. Pipes (as per IS : 8329). The Tailpieces to be supplied complete with Sealing Rubber Gasket of EPDM quality (IS:5382/1985 Type-4), Cast Iron Follower Glands and Mild Steel Nut Bolts (Zinc Coated). The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS: 1538. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition.
300mm with length 125mm
2
7742
15484
350mm with length 150mm
2
10701
21402
Supplying, fitting and fixing of C.I. Mechanical Compression flexible Collar Couplings suitable for C.I. Spun Pipes (as per IS: 1536) and D. I. Pipes (as per IS: 8329) complete with Sealing Rubber Gasket of EPDM quality(IS:5382/1985 Type - 4), Cast Iron Follower Glands and Mild Steel NutBolts (Zinc Coated). The whole assembly should be mechanically andSl. No. Description Unit Rate hydraulically tested to the provisions as laid down in IS: 1538. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition.
300 mm Dia
2
6748
13496
350 mm Dia
2
9502
19004
Supplying including cost of installation of C.I. Mechanical joint Reducer/ Enlarger as dimensionally described in IS:13382/2004. Each Reducer consists of One C.I. Body, Two C.I. Follower Glands of different diameter, Two sealing Rubber Gaskets (Conforming to IS:5382/1985 Type- 4) and Zinc coated M.S. Fasteners of adequate numbers. The whole assembly is mechanically and hydraulically tested to provisions as laid down in IS: 13382/2004.
350x300 mm
1
20285
20285
300 x 200 mm
1
10946
10946
Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire where necessary.
160
27
4428.8
Earth work in excavation for foundation, trenches, drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils within a lead of 75 mtr as directed. The items include necessary trimming the sides of trenches levelling, dressing and ramming the bottom boiling out water as per required complete.
59.85
119
7138.31
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. Payment to be made on measurement of finished quantity.(B). do by fine sand.
73.63
640
47186.52
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
675
324
218700
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
83.36
5304
442143.94
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4m (i) JSW / JSPL /SHYAM /SRMB / BMASL / ELECTROSTEEL / SSL.
0.95
54674
51941.05
Hire and labour charges for shuttering with centering and necessary stagingupto 4 m using approved stout props and thick hard wood planks of approved thickness without required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor. (c) Shuttering of 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
47.5
205
9737.5
Brick work with 1st class bricks in cement mortar (1:6)(b) In superstructure, ground floor
121.13
4989
604402.36
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface (i) With 1:6 cement mortar (c) 20 mm thick plaster.
589
151
89357.19
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m.
503.5
32
16489.63
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation
237.5
77
18415.75
GST 18 % =Rs.
1
829541
829541.21
Labour Cess 1 % = Rs.
1
54383
54383.1
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