Uttar Pradesh Housing And Development Board Tender
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Uttar Pradesh Housing And Development Board - UPAVP Tender
Civil And Construction
Eprocure
Opening Date8 Jul 2024
Closing Date20 Jul 2024
Tender AmountRefer Documents
Costs
EMD
₹ 3,96,000Document Cost
₹ 5,310Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPHDB_936796_1Bid Award Id
ViewTender No
1609/G-12/34 Dt. 05.07.2024Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction of un-reinforced , dowel joint at expension and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 (1:1½:3), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints as per norms, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 incluing Cost of polythene Sheet and Dowel bar an also including complete shifting of materials & Concrete etc. (M-30)
(Chapter No. 20, SOR-2022) (SI No 9 of New Item)
661.9
4633300
7000
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Supply, fixing and hoisting of 12.00-15.00m span Overhead Structure in position with two vertical pasts of 6.00m. Clear height from the top of RCC foundation made of 300mm dia pipe welded with 10mm thick MS nos. 10mm thick MS plates at top welded with structure of 50mm NB (M) pipe comprising of horizontal, vertical pipe of 40mm NB (M) and bracing drawing with vertical and lateral clearance given in clause 802.2 and 802.3 whole structure and installed as per clause 802.7 over a designed support system made up of concrete including excavation, lean concrete with 1:4:8 cement, coarse sand and approved 20mm grit and RCC 1:2:4 with cement, coarse sand and approved 20mm grit complete for fixing the complete structure in position as per direction of E/I. charge with 7 years warranty, rates include design, fabrication, supply, transportation and erection of the sign board. Inclusive of royalty etc. all T&P/machine material and labour required for proper completion of the work.
Note:- The Composite warranty jointly signed by orignal manufacturer & authorized converter of at least 7 years shall be furnished on non judical stamp of required denomination for complete structure, SOR-2022 (Sl.No.9 chapter 27)
2
466000
233000
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Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy coated MS angle iron frame work, aluminum composite panel (ACP) as base board, micro prismatic retro-reflective sheel and electro cut colored overlay film/latex pringing. the horizonatal and vertical members including inclined outer members of the MS fram module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be baced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum compositie panel (ACP) shall bave a thicness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shal be fixed on the MS frame with pop reveting or with self laping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. on the iron visible fae of the ACP, micro presmatic retro-reflective sheel conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be teste for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabricatio, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-charge. Signage on MS angles frame of (35x35x5)mm SOR-2022 (SI No. 4 of New Item)
16.2
107649
6645
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Supply & Laying of 80mm thick Precast Cement Concrete I shaped interlocking pave blocks with top layer of minimum 5 mm thickness having plan dimension 200 x (160+120mm) of O.P. cement smooth high gloss finish, skid resistant ibrocompresion mechanism The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 5.0 kg per No. confirming to IS: 15658-2006 including cost of material with a blanket layer of 4.00 cm thick fine sand labour, T & P gst etc.required for proper completion of work as directed by Engineer-in charge SL No -20, New Item -14
1514.73
1151194
760
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Supply and Laying of 60mm thick Precast cement concrete I-Shape interlocking paver blocks ISI mark, confirming to IS: 15658-2006 with top layer of minimum 5mm thickness having plan dimension 200x(160+120mm) of O.P. Cement, smooth high glass finish, skid resistant, manufactured from rubber moulds through vibro-compresion mechanixm. The compressive strength of concrete paver block shall not be less than 35Mpa and weight 4Kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand including labour, T&P etc. required for proper completion of the work as directed by Engineer in charge. (SOR-2022, Meerut) Sl. No. New Item-13, Chapter-20
1964.76
1119913
570
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Watter Supply Line
Excavation for pipe line in all type of soil (loam, elay or sand) with lift upto 1.50 m and lead upto 50 m and including filling back, watering and ramming of excavated earth into the trenches and removal, disposal of surplus earth within 50 m. (Analysed)
1040.3
211701
203.5
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Supply of following size ISI marked P.V.C. Pipe including collar pressure 6 kg/cm2 & class-III of "Approved make by U.P Housing Board" confirming to I.S. code 4985/2000 or its latest amendmenis including cartage, loading, unloading and stacking at site store complete.
(i) 100mm dia P.V.C.pipe (Meerut SOR-2022 SI No. 30A (iv)
523
104600
200
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(ii) 125mm dia P.V.C.pipe (Meerut SOR-2022 SI No. 30A (v)
415
124500
300
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(iii) 150mm dia P.V.C.pipe (Aligarh SOR-2022 SI No. 33 (v) (P-87)
297
152955
515
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(iv) 200mm I. dia DI pipe (MR)
70
175000
2500
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Carting form store, laying, Jointing (Including cost of Jointing Material like solvent cement etc.) Fixing & tensting of diffrent dia (I.D) P.V.C pipes in trenches outside the building (excluding cost of excavation) etc. complete payment shall be made for fittings saperately
(i) 100mm dia P.V.C.pipe
523
17782
34
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(ii) 125mm dia P.V.C.pipe
415
15355
37
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(iii) 150mm dia P.V.C.pipe
297
11434
38.5
... More
(iv) 200mm dia D.I. pipe
70
9467
135.25
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Supply & Fixing of I.S.I. mark specials for different type of pipes.
10% of amount of watter supply line Pipe (as Item No. 2)
(i) 100mm dia P.V.C.pipe (Meerut SOR-2022 SI No. 30A (iv)
52.3
10460
200
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(ii) 125mm dia P.V.C.pipe (Meerut SOR-2022 SI No. 30A (v)
41.5
12450
300
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(iii) 150mm dia P.V.C.pipe (Aligarh SOR-2022 SI No. 33 (v) (P-87)
29.7
15295
515
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(iv) 200mm I. dia DI pipe (MR)
7
17500
2500
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Supply and fixing C.I. sluice valves (with cap) complete with bolt, nuts, rubber insertions etc. Class II, 100mm dia (SI No. 21, Page-85, SOR Aligarh 2022) Class-II
100 mm dia
2
7400
3700
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125 mm dia
1
4300
4300
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150 mm dia
1
5250
5250
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200 mm dia
1
11200
11200
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Supply of I.S.I marked Flanged double air valve of approved quality in/c cartage loading & unloading and i/c all taxes etc complete. (MR)
2
19600
9800
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Constructing masonry chamber brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), I/c necessary excavation, foundation concrete 1:4:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size and inside piastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design. (SI No. 19, Page-85, SOR Aligarh 2022)
90x90x100 cm (inside)
7
77000
11000
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Lateral Water Supply Connection
Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5M & lead up to 30 m and including refilling watering and ramming of excavated earth into the trenches or into the plinth & removal and disposal of surplus earth work as per directed by E/I.
2116.8
430768
203.5
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Supply and Fixing of 20mm dia U.P.V.C special couplings fittings etc. and lowring the same into trenches and laying true to alignment and gradient including cutting of the pipe lines (excluding the cost of trenches but including cutting of pipes for making Connection).
2116.8
211680
100
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Making Water Connection of G.I distribution branch with G.I/P.V.C pipe main of following dia size by providing & Fixing ferrule clamp, elbow, tee, union, nipple etc. I/C excavation for connection pit & refilling Complete.
672
512736
763
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Drain
Excavation in foundation in ordinary soil (loam clay or sand) i/c lift upto 1.5m and lead upto 30.0m and including filling, watering and ramming of excavated earth into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge within a lead of 30.0M from the foundation Trenches. (S.I No 251)
638.2
57438
90
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Cement Concrete with 4cm gauge approved stone grit, coarse sand & Cement in the proportion of 8:4:1 including supply of all material, Labour, Tool & Plants etc requried for proper complition of the work. (S.I. No. 281)
139.75
668005
4780
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Class M-150 Class Brick work in 1:6 Cement & Course Sand of 1.5 to 2.00 FM mortar in foundation and plinth including supply of all mateials, T & P etc. required for proper completion of the Work. {S.I No303+(305a-305)}
328.38
1369344
4170
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M-150 Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming including supply of all materials labour and Tools and Plants etc. required for proper completion of the work. (SI No-615)
518.26
246173
475
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Struck Pointing with Cement mortar Consisting 1 Part Cement and 2 Part of fine sand of 1.25 Finess Modulues. (S.I.No 574)
958.64
139002
145
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Flush Pointing with Cement mortar Consisting 1 Part Cement and 2 Part of fine sand of 1.25 Finess Modulues. (S.I.No 574-575)
1372.16
174264
127
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R.C.C. work with cement and approved coarse sand of 2.2 to 3.6 F.M. and 20mm graded stone grit in 1:1½:3 in Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including water proofing material as direction or E.I. including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. Required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. (S.I No 284A)
12.88
94024
7300
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M.S. (Tor Steel of plain) in plain work such as R.C.C. or R.B. work (when not includied in an over all rates) including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire etc complete. Analysed
1516.46
141288
93.17
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Sewer Line
Excavation of earth below ground level for laying of sewer, construction of manholes, shaft, gully pits etc. in ordinary soil (Loam clay or sand). Including dressing leveling refilling of trenches in 20cm. layer watering and ramming the same, including disposel of surplus excavted earth as directed by the Engineer- in- charge with in a lead of 50 m. 0.00 To 1.50M. Depth
2082.44
446183
214.26
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1.50M To 3.00M. Depth
254.01
68549
269.87
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Providing and fixing Open timbering in trenches for the depth upto 3M below ground level. consisting by 40mm thick approved country wood planks for poling boards 125mm x 75mm. India sal wood wallers and 100mm dia sal ballies for strut at 1.50M. Including removal after laying of sewer.( Both sides of trenches will be taken as one side for the purpose of payments and measurements.Example :- Area = Length x Depth of Trenches ) Dismentled timbering materials will be property of the contractor.
0.0 M To 3.00M. Depth
1290.04
475108
368.29
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Supply of following dia R.C.C hume pipe of NP-2 class ISI marked tested. Including rubber ring for jointing the pipe. Including all taxes, charges, cartage , loading unloading stacking etc up to the store of work. (MR)
250mm
1064.6
436486
410
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Laying and Carting of the following size RCC hume pipe NP-3 and special from store to site of work lowering the same in trenches placing in position true to alignment and gradient makes in the joint with rubber ring filling the joint with necessary spun yarn soaked in bitumen and 1:2 cement and coarse sand mortor including excavation of earth work below invert of sewer for jointing materials etc. but excluding excavation and refilling of the trenches from ground level to invert level of the pipe
250mm ( DEPTH 0.00M - 1.50M) NP-3
519.1
185085
356.55
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250mm ( DEPTH 1.50M - 3.00M) NP-3
545.5
207044
379.55
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Construction of brick masonary Slab Type manhole having internal size 0.90Mx1.20M and depth 1.50M below as per design & drawing including excavation , 22.5 cm thick cement concrete in 8 : 4 : 1 graded brick ballast 40 mm nominal size, coarse sand and cement, brick work in 1:5 cement and coarse sand,quinet in 1:2:4 cemen,coarse sand and 2cm gauge approved stone grit and 12 mm thick plinth plaster 1:3 cement & coarce sand mortor. Including supply and fixing of F.C. manhole cover F.C. foot step complete as per type of design. including supply of all materials laour T & P etc. required for proper completion of the work.
48
1252866
26101.39
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Construction of brick masonary Sewer connecting chamber having internal size 0.60Mx0.60M and depth 1.50M below as per design & drawing including excavation , 22.5 cm thick cement concrete in 8 : 4 : 1 graded brick ballast 40 mm nominal size, coarse sand and cement, brick work in 1:5 cement and coarse sand,quinet in 1:2:4 cemen,coarse sand and 2cm gauge approved stone grit and 12 mm thick plinth plaster 1:3 cement & coarce sand mortor. Including supply and fixing of F.C. manhole cover F.C. foot step complete as per type of design. including supply of all materials laour T & P etc. required for proper completion of the work.
62
850560
13718.72
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Same as above Item No-6 but for regulating shaft manhole size 1.00M depth.
7.64
61718
8078.34
... More
Same as above Item No-7 but for regulating shaft Chamber size 1.00M depth.
7.22
40017
5539.58
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Sewer Line Connection
Excavation of earth below ground level for laying of sewer, construction of manholes, shaft, gully pits etc. in ordinary soil (Loam clay or sand). Including dressing leveling refilling of trenches in 20cm. layer watering and ramming the same, including disposel of surplus excavted earth as directed by the Engineer- in- charge with in a lead of 50 m. AR
0.00 To 1.50M. Depth
149.76
32087
214.26
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Supply of following dia RCC NP2 pipe 150mm dia ISI marked tested. Including rubber ring for jointing the pipe. Including all taxes, charges, cartage , loading unloading stacking etc up to the store of work. 150 mm dia RCC NP2 Pipe
208
52000
250
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Laying and Carting of the following size PVC pipe and special from store to site of work lowering the same in trenches placing in position true to alignment and gradient makes in the joint with rubber ring filling the joint with necessary spun yarn soaked in bitumen and 1:2 cement and coarse sand mortor including excavation of earth work below invert of sewer for jointing materials etc. but excluding excavation and refilling of the trenches from ground level to invert level of the pipe. AR
150mm (DEPTH 0.00M - 1.50M) NP-3
208
8008
38.5
... More
Construction of brick masonary Sewer connecting chamber having internal size 0.60Mx0.60M and depth 1.50M below as per design & drawing including excavation , 22.5 cm thick cement concrete in 8:4:1 graded brick ballast 40 mm nominal size, coarse sand and cement, brick work in 1:5 cement and coarse sand,quinet in 1:2:4 cemen,coarse sand and 2cm gauge approved stone grit and 12 mm thick plinth plaster 1:3 cement & coarce sand mortor. Including supply and fixing of F.C. manhole cover F.C. foot step complete as per type of design. including supply of all materials laour T & P etc. required for proper completion of the work.
38
521311
13718.72
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Same as above Item No-4 but for regulating shaft for connecting chamber 1.00M depth.
22.8
-126302
5539.58
... More
Honching for PVC Pipe (PCC of 1:2:4) SOR-2022, Meerut (P-17, Sl No. 282)
15.27
17862
1170
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