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Tender For Construction Of 05 No C Type Shops And Internal Road By Hot Mix And Main Gate 01 Crossing Culver And Reconstruction Of 170 Mtr Boundry Wall At Smy Meerapur Khautali, Muzaffarnagar-Uttar Pradesh

Rajya Krishi Utpadan Mandi Parishad has published Tender For Construction Of 05 No C Type Shops And Internal Road By Hot Mix And Main Gate 01 Crossing Culver And Reconstruction Of 170 Mtr Boundry Wall At Smy Meerapur Khautali. Submission Date for this Tender is 13-02-2024. Road Work Tenders in Muzaffarnagar Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41817305
Corrigendum : Tender For Construction Of 05 No C Type Shops And Internal Road By Hot Mix And Main Gate 01 Crossing Culver And Reconstruction Of 170 Mtr Boundry Wall At Smy Meerapur Khautali
Open Tender
Indian
Uttar Pradesh
Muzaffarnagar
13-02-2024

Tender Details

Tender For Construction Of 05 No C Type Shops And Internal Road By Hot Mix And Main Gate 01 Crossing Culver And Reconstruction Of 170 Mtr Boundry Wall At Smy Meerapur Khautali

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 07-Feb-2024 work experince Other 13-02-2024

Key Value

Document Fees
INR 3396 /-
EMD
INR 607000.0 /-
Tender Value
INR 81.28 Lakhs /-

BOQ Items

Name of Work:Construction of 05 No C type Shops and internal road by hot mix and Main Gate 01 Crossing Culver and Reconstruction of 170 mtr boundry wall At SMY Meerapur Khautali
Sl. No. Item Description
1Excavation in foundation in ordinary soil including lift upto 1.50m and lead upto 30m and including filling, watering and ramming of excavated costs in to the trenches or into th plinths and removal and disposal of surplus earth as directed by E/I upto distance of 30m from the foundation trenches (S.I. 251)
2Concrete with 4 cm guage stone ballast, coarse sand of 1.25FM and cement in proporttion of 1:6:12 in foundation andundr floors including supply of all materials, labour and T&P etc. reqd. for proper completion of the work. (SI 281-275+273)
3M-150 Class brick work in 1:6 cement and coarse sand of 2.25 FM mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (S.I. No. 303+diff+307-306)
4M-150 Class brick work in 1:6 cement and coarse sand of 2.25 FM in super/structure for one brick thick i/c supply of all materials labour T&P etc. required for proper completion of the work. (S.I. No. 303+diff+307-306+309+310)
5M-150 Class brick work in 1:3 Cement & motor in 1/2 brick thick wall i/c supply of all materials labour T&P etc. required for proper completion of the work (307(+309+310a)
6Plain Cement concrete with 2.0cm gauge stone grit approved Coarse sand & Cement in proportion of 4:2:1 i/c supply of materials, labour and T&P etc. required for proper completion of the work (S.I. 279A)
7Cast cement concrete door sills chaukhats boundary posts, shelves and smimilar samll work with cement approved coarse sand and 2 cm stone grit in proportion of 1:2:4 excluding supply of reinforcement and its bending but including tis fixing and binding the same with 24 BW G.I binding wire and including all materials, labour T&P etc. required for proper completion of the work (S.I. No. 282)
8R.C.C. work in 1:2:4 in cement coars sand & 2.0 cm gauge stone grit in lintels, sunheds excluding supply of reinforcement and its binding but its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering & supply of materials, labour and etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost. (S.I. 283)
9R.C.C. Slab in 1:1.5:3 in cement coars sand & 2.0 cm gauge stone grit in excluding supply of reinforcement and its binding but its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering & supply of materials, labour and etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost.(SI N0 284 A )
10R.C.C. work in 1:2:4 in cement coars sand & 2.0 cm gauge stone grit in lighter Beam heaving spans upto 6 mtr excluding supply of reinforcement and its binding but its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering & supply of materials, labour and etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost. (S.I. No. 285)
11R.C.C. work in 1:2:4 in cement coars sand & 2.0 cm gauge stone grit in R.C.C raft foundation and footing withe 4 cm gauge stone ballast excluding supply of reinforcement and its binding but its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering & supply of materials, labour and etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost.(S.I. 287)
12R.C.C in1:1.5 :3 in cement coars sand & 2.0 cm gauge stone grit columns and T Beam excluding supply of reinforcement and its binding but its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering & supply of materials, labour and etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost (S.I. 289)
13M.S. or Iron work of fabrication of doors and window frame including cost of Hings to be issued deppt. Wrought to required from i/c supply of shall bolts nuts and wastage etc and their fixing required for proper completion of the work. (S.I. 503)
14M.S. (Tor steel or plain) in plain work such as R.C.C. or R.B. work in bending for proper shape and including supply of steel and including supply of steel and its wastage, authorized overlapping shall be measured (S.I. 504 Moradabad Schudle)
15S/F of man or Mahaveer Z. Section double leaf i/c supply of all material, labour & T&P etc. (Sl 502 B)
16Painting two coats over priming coat on wood or steel work surface with superior synthetic enamel paint of standard madke brushing given even shade and finished and i/c cleaning the surface of all drill dust and other foreign matter sand papering and strapping i/c cost of all material labour T&P req. for proper comp. of the work with one coat primer.S.I. No. Item No. 641+642
1712 mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand ofsingle coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. (S.I. No. 584a)
1812mm thick plaster 1:3 in cement and coarse sand of 2.40 F.M. over brick work thickness not less than 1 cm i/c supply of all material labour T&P etc. reqd. for proper completion of the work. S.I. 582 (a)
19Add extra cost of labour and material for rough face (S.I. 596)
20Finishing wall with over a priming coat of water superior quality water proof cement weatherpaint/coat of appd. Make and quality on new work with three coats to give an even shade i/c preparing surface by thoroughly cleaning and sand papering and supply of all material labour T&P etc reqd. for proper completion of the work. Chapter No. 15 New item
21Distemperingtwo coat oil bound distemper of approved brand and manufacturedand required shade on undecorted wall surface to givenan even shade over and including priming coat with cement primer off approved brand . Such as bergerJ&N, Asian paint after througlybrushing the suface free from mortar droppingincluding the surface even plaster of paris and sand papered smoothly proper completion of the work. S.I. No 649+650
224 cm thick P.C.C. floor with cement and coarse sand and stone grit laid in pannels in 1:2:4 finished with 3mm neat cment coat and removing over laping mortar at the joint of the panels if any and given then uniform finish i/c supply of all material labour T&P etc. reqd. for proper completion of the work but without base concrete. (S.I. No. 605)
232 cm thick cement plaster in dado or in skiting one part of cement and three part of coarse sand finished with 3mm neat cement floating coat i/c supply of all material labour T&P etc. reqd. for proper completion of the work.S.I no. 597
24Supply of glass strips 3.7 cm depth 5.5 mm thick complete (only material rate because fixing rate already add in flooring item.) 631 (d)
25Providing of 100mm P.V.C. Down pipe 6 kg/Sqem heavy quality I.S.I. marked to complete with rose heads bends M.S. clamps 2.50 cm x 3 cm fixed to walls by 15 cm long 6 mm dia-nails and including repair of plaster pointing etc. if damaged during fixing of the pipes including cost of all materials labour T&P etc. required for proper completion of the work. S.I No. 730(A)
26Providing and laying brick bat coba water proofing treatment with minimum thickness of 75mm at Khura and minimum top slope of in 80 over the existing cleand R.C.C. roof slab spread with acrylic polymer water proofing cornpounds laid over the prepared suface a alyer of 100mm thick (Minimum average) Brick bats coba laid over the mortar layer to get required gradient for adequate drainage the voids between bricks bats are to be kept between 15mm to 20 mm wide these joints are to be filled with acrylic cement mortar 1:4 (1 cement 4 sand) including giving guarantee of 10 years written gurantee on stamp paper testing etc. on complete as per specification drawing and direction of E/I. New stem no. 3 Chapter no. 11
27Earth filling in plinth i/c supply necessary quatity of earth from a distance of 8 Km from the site of work cut side the market yard and i/c wastering dressing etc. reqd. i/c supply of all material, labour T&P etc. reqd. for proper completion of work. (Sl No.251+cartages)
28Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km. (5 miles) from the site of work and including watering dressing etc. rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. (S.I. 255a)
29Making expension joint with 24 gauage 25 cm wide aluminium sheet of 20mm wide tarfelt fix with the termatic in roof of floor filling joint with approved bilumen 30/40 as per direction of I/C including supply of all material & labour & T&P etc. required for completion of work. (S.I. No. 547)
30Supply and laying one layer of tarfelt or any other equivlant approved material over roof as per direction of E/I including necessary overlap giving a coat of approved mastic paint of the bottom and top of tarfelt spreading of necessary quantity of approved caorse sand or small size grit and I/C including supply of all material & labour & T&P etc. required for completion of work. (S.I. 545)
31Fabrication of iron grill/stair case railing complete i/c supply of all materials labour T&P etc reqd. for completion of work. (S.I. 502 )
32Supply and fixing of Machine wooven, Galvanized Mosquito proof Jali 14 x 24 with 20 x 3mm flat on both sides screwed or welded to window or door frame. (S.I. No. 455
33Providing and injecting of chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under all around the column pots wall trenches Basement excavation top surface of plinth filing junction of wall and floor along external perimeter of building expansion joint surrounding of pipe and conduit etc. Complete (Plinth area of the building at ground floors only shall be measured as per I.S. 6313 part II 1981) adlrine emulsigicable concrete or any other approved material such as Happrachlar or chlordane will be used the rate of application of chemical emulsion shall be as follows. Treatment for masonry and foundation 6 litre/Sqm. Back fill in immediate contact with foundation 7.5 litre/Sqm. Treatment of T&P surface of plinth filling 6 litre/sqm Treatment junction of wall and the floor 7.50 lit/sqm.Treatment of soil along external perimeter 6 lit/sqm. Treatment of soil along under apron external perimeter 6 lit/Sqm.(Chapter-8 Antitermite treatment new items)
34Mild steel irons work in small size and section such as holding dwon bolts, hold fast etc. throught to required from including supply of steel bolts, nut, wastage etc and their fixing required for proper completion of the work. (S.I. No. 502)
35Making construction joint in terraced roof in Parapet type including supply of all material & labour & T&P etc. required for completion of work. (S.I. No. 540)
36Supply and fixing rolling shutter of 18 gauge appd. Make made of 80 x 1.25mm (3" x 8") Cold rolled M.S. Lathe interlocked through there entire length and joints together at the end by locks and mounted on specially designed pipe shafts with brackets ride guides and arrangements for in side and outside locking will pull and push operation complete but excluding cost of top cover and springs. (S.I. 520)
37Providing and fixing of 27.5 cm long wire spring grade II for rolling shutter complete (S.I.521)
38Providing and fixing top cover for rolling shutter made of 18 gauge M.S. Sheet (S.I. 522)
39Provinding and fixing ball bearing I.S.I marked i/c supply of all material labour T&P etc reqd. for proper completion of the work as per direction by E/I (S.I. 523)
40P/F of 6mm thick plain A.C. sheet in cement concrete joints roads as approved by E/I including supply of all materials, labour T&P etc. complete.Moradabad schedule
41Painting letters upto 15cm size complete with super high grade enamel paint such as (shalimar, Nerolec or Jonson and Nicholson Paint) including supply of materials, labour and T&P etc. required for proper completion of the work. (S.I. No. 819A) moradabad schedule
42Painting border line upto 2.50cm width super high grade enamel paint including supply of all materials, labour, T&P etc. required for proper completion of the work. (S.I. No. 836(a)) moradabad schedule
43Laying of 125 Micron polythene on W.B.M. Surface including supply of all materials, labour T&P etc. required for proper completion of the work. Item no. 56
44Supply and fixing of 5.5 mm thick glass panes with necessary fittings for "Z" section i/c supply of all materials labour T&P etc. reqd. for proper completion of work. Material Stem No. 9.04
45WBM Grading-3 Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book
46Providing & applyingPrimer coat with bitumen emilsion (SS-1) on surface of granular base including cleaning of road surface and spraying at the rate of 0.60 kg/Sqm using mechanical means as per technical Specfication Clause 502
47Providing & laying dense graded Bitumenous Mecadam with 100-120 TPH hot mix plant producing an avearge output of 75 tonne per hour using crushed aggregates of specified grading premixed with bitumenous binder VG-30 @ 4.25% by weight to total mix and filler, transported to site laying with hydrostaic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the disired compaction as per MORTH & H specifications clause 507 complete in all respects
48Providing & applyingTack coat with bitumen VG-10 grade using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
49Providing & laying Bitumenousconcrete with 100-120 TPH HMP producing and aver age output of 75 Tone per using crushed aggregates of specifed grading premixed with bituminous binder VG-30 @ 5.00 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver fixisher with sensor ncontrol to the required garde level and alignment rolling eith smooth whelled to the vibratory and tandem rollers to achieve the disired complection as per MORTH specification clause No. 509 Complete in all respects.
50Dismantling of interlocking tiles including of all materials complete as direction of E/E S.I. No. 10.3 ka new item no. 04 (chap-20)
51Construction of un- reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thikness as per disgin, over a prepared sun base with 43 grade cement or any other type as per clause 1501.2.2 (1:1½:3) coarse and fine aggregetes confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less then 0.2 cum capacity and approved weight bather using approved mix design, laid in approved fixed side form work ( steel channel, laying and fixing of 125 micron thick polythene film.) spreding tho concrete with shovels. rakes compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction joints as per norms, appling debondling strips primer, sealant, joints curing of concrete slabs for 14 days, curing compound and water finishing to lines and grads as per drawing and including cost of polythene sheet and dowel bar and also including complete shifting of materials & concrete etc ( Same as above but when thikness of CC is less then 20 cm.) ( Without dowel Bar) S.I. Noo. New item No 9 (1) Including groove cutting chap-20
52M-150 Brick Work in 1:4 cement & Coarse sand in foundation and plinth including supply of all materials labour tools & plants etc S.I No. 305a
53M-150 class brick work in 1:4 cement & Coarse sand mortar in superstructure in one brick thick wall supply of all material labour tools and plants required for proper completion of the work. S.I. No. 305 (a) +309+310
54Finishing wall with two coatwater proof cement paint of approved make and quality to give an even shadeincluding supply of all materials, labour , tools & plants etc requried for proper completion of the work. S.I No 660
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