Uttar Pradesh Housing And Development Board Tender
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Uttar Pradesh Housing And Development Board - UPAVP Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date16 Mar 2024
Closing Date27 May 2024
Tender Amount₹ 1,94,27,000
Costs
EMD
₹ 3,90,000Document Cost
₹ 5,310Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPHDB_918913_2Bid Award Id
ViewTender No
679/Y-12/23 Date-04.03.2024Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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1.50 to 3.00mtr. Depth
1163.51
312982
269
... More
Providing and fixing open timbering ( Covering 1/3 of the surface area by planks) in trenches for the depth up to 3.00M Below Ground level consisting of 40mm thick approved Country wood planks for polling board 125x75mm indian sal wood walers and 100mm dia sal ballies for sturts at 1.50 M c/c including removal after laying of sewer ( both sides for trenches will be taken as one side for the purpose of payment and measurement i.e. (area equal to length x depth of trenches.) dismentaling timbering materials will be the property of the contractor rates include the cost of all material, labour, T&P etc required for proper completion of work as per directon of E/I.
3136.67
862584
275
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Cartage of R.C.C. hume pipe 250 mm dia (NP-3 class) and special from site of work lowering the same into trenches in depth upto 1.5 m below ground level true to aliignment cauling the joints with necessary spun yarn soaked and jointing with 1:2 cement mortar in coarse sand including excavation or earth bellow invert level of pipe, cost of all jointing materials, testing etc. complete but excluding of excavation and rffilling of trenches from ground level to the invert level of pipes.
-
-
-
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00.00 to 1.50 m B.G.L.
99
31581
319
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1.50 to 3.00 m B.G.L
1574
517846
329
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P/L cement concrete bellow the sewer pipe with 1:2:4 (Cement, Coarse sand & 20mm stone grit) over 8cm thick dry OBB including excavation as per required bellow inver level of pipe including cost of all material labour etc complete and as per direction of E/I.
-
-
-
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250 mm dia NP-Pipe
-
-
-
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00.00 -1.50m B.G.L. 99/3=33-11 (M.H. & H.C.C.)=22 No's x 1.0m=22m
22
18678
849
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1.50-3.00m B.G.L 1574/3=524.67-157 (M.H. & H.C.C.) =367 No's x1.0m=367m
367
320758
874
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Construction of slabe type man hole size 0.90x1.20x2.50m deep internal dimensions including all materials, labour, and T & P etc. complete as per direction of E/I.
56
2005416
35811
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Construction of Shaft for regulation of depth as per above item including earth work in excavation & rifilling the same, Clss-150 brick work in 1:5, including cartage and fixing of foot rest in concrete in 1:2:4 including cost of all materials, labour & T&P etc complete.
29.96
-304153
10152
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Construction of slabe type man hole size 00.60x00.60x2.50m deep internal dimensions including all materials, labour, and T & P etc. complete as per direction of E/I.
112
2221072
19831
... More
Construction of Shaft for regulation of depth as per above item including earth work in excavation & rifilling the same, Clss-150 brick work in 1:5, including cartage and fixing of foot rest in concrete in 1:2:4 including cost of all materials, labour & T&P etc complete.
60.41
-384268
6361
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Supply of RCC Hume Pipe at site etc complete.
-
-
-
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250 mm dia NP-3, Pipe
1673
1455510
870
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Laying Internal Water Supply Line in Sector-09, at Awadh Vihar Yojna, Lucknow
-
-
-
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Excavation for Pipe Line in ordinary soil (loam, clay, sand) with lift upto 1.50M and lead upto 50.00M and including filling back, watering and ramming of excavated earth into the trenches and revmoval and disposal of suplus earth within 50 Metreas directed by E/I.(AR as Per UPJN Skeleton)
1324.4
258258
195
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Supply of following sizes PVC pipe 6 kg/Sqm. IS 4985/2000 of supprem/ Prince/ Kissan Make
-
-
-
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(A) For 100mm dia PVC Pipe 6Kg/Cm2
1129
539662
478
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(B) For 125mm dia PVC Pipe 6Kg/Cm2
294
219667
747.17
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(C) For 150mm dia PVC Pipe 6Kg/Cm2
297
339471
1143
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Supply of PVC specials fittings
-
-
-
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(A) For 100mm dia PVC Pipe
56.45
26983
478
... More
(B) For 125mm dia PVC Pipe
14.7
10983
747.17
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(C) For 150mm dia PVC Pipe
14.85
16973
1143
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Carting from site to work different dia of P.V.C. Pipes, specials, couplings, fittings to siter of work, lowering the same into trenches and laying true to aligment and gradient including testing of the pipelines (excluding the cost of tenching but including the cutting of pipes for making up the length and making joints). (As per UPJN Skeleton)
1720
56760
33
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Supply of C.I. D/F sluice valve IS 14846/2000 of following sizes of approved make as per direction of E/I.
-
-
-
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(A) For 100mm dia
8
72440
9055
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(B) For 125mm dia
2
22230
11115
... More
(C) For 150mm dia
2
26900
13450
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Supply and carting of D/F D-Joint with rubbering nut and bolt as per direction of E/I.
24
44520
1855
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Cartage of Sluice Valve of following dia sizes of the site of work, lowering in already prepared trenches and fixing them in position but excluding jointing which shall be paid separately, excluding cost of valves. (A.R.)
12
4092
341
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Supply of CI Double orfice Kinetic Air Valve IS: 18485 type DK Rubber Float and 80mm Orfice Flanged type.
-
-
-
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(A) For 100mm dia
2
25590
12795
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(B) For 125mm dia
1
12795
12795
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(C) For 150mm dia
1
23785
23785
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Making rubber ring flanged joints (using CI Detachable Joint/Mechnical Collar joint) in all class C.I.D.I., A.C. or PVC Pipe and C.I. plain ended specials including testing etc. complete (excluding cost of CI detachable joint with rubber ring and bolts and nuts and trenching) (AR)
58
1658
28.6
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Supply of C.I. Fire Hydrant as per IS:909 Complete with duck foot bend sluice Valve rised coupling and cap with chain and nut bolts rubber packing etc. (MR)
5
52500
10500
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Carting of 100 or 150mm size flanged air valve, fire hydrant over existing flanged tee including supply of jointing material or flanged joint. (AR)
9
3569
396.58
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Construcing masonry Chamber 35x35x50cm, inside of Air Valve in M-150 Brick Wall 230mm thick in cement mortar 1:6 (1 Cement : 6 Coarse sand) with chained lid and 150 mm thick RCC top slab 1:1.5:3 mix (1Cement :1.5 Coarse Sand : 3 graded stone aggregate 20 mm nominal size), i/c necessory excavation , 100mm thick base concrete 1:6:12 (1 Cement : 6 fine sand:12 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 Cement : 3 Coarse Sand) 12 mm thick, finished with a floating coat of neat cement and 40 mm thick flooring in 1:2:4 Cement, Coarse Sand and 20mm graded stone grit complete. Rate including excavation of earth, supply of all materials, labour and T&P for air Valve Chamber perforated slab shall be fixed on brick work chamber.
4
24448
6112
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Construcing masonry Chamber 35x35x70cm, inside for fire Hydrant in M-150 Brick Wall 230mm thick in cement mortar 1:6 (1 Cement : 6 Coarse sand) with chained lid and 150 mm thick RCC top slab 1:1.5:3 mix (1Cement :1.5 Coarse Sand : 3 graded stone aggregate 20 mm nominal size), i/c necessory excavation , 100mm thick base concrete 1:6:12 (1 Cement : 6 fine sand:12 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 Cement : 3 Coarse Sand) 12 mm thick, finished with a floating coat of neat cement and 40 mm thick flooring in 1:2:4 Cement, Coarse Sand and 20mm graded stone grit complete. Rate including excavation of earth, supply of all materials, labour and T&P for air Valve Chamber perforated slab shall be fixed on brick work chamber.
5
36060
7212
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Construcing masonry Chamber 60x60x60cm, inside in Brick work in cement mortar 1:6 (1 Cement : 6 Coarse sand) for sluice valve with C.I. surface box size 250x150x100 mm (100mm top diameter, 150 mm bottom diameter and 250 mm deep) with chained lid and 150 mm thick RCC top slab 1:1.5:3 mix (1cement:1.5 coarse sand:3 graded stone 20mm nominal size), i/c necessory excavation, 100mm thck thick base concrete 1:6:12 (1 Cement : 6 fine sand:12 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 Cement : 3 Coarse Sand) 12 mm thick, finished with a floating coat of neat cement complete including fixing of pipe (but excluding cost of pipe but including cost of C.I. surface box) in all respect as per direction of the Engineer-in-chage.
12
78600
6550
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Making connection existing trunk water line to branch line including supply of D.I. Fitting Tee, D-Joint, rubber packing and earth work dewatering complete as per direction by E/I.
5
62660
12532
... More
PCC 1:2:4 for thruss block in end point to tee. PVC line including supply of all material, labour T&P etc complete as per direction of E/I.
0.36
2516
6990
... More
Construction of Drain in Sector-9 Avadh Vihar Yojna , Lucknow
-
-
-
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Earth work in excavation in trenches for foundation and pipes. Cable etc, in ordinary soil loam, clay or Sand including lift up to 1.50mtr lead up to 50 mtr and dressinmg of sides ramming of bottoms and disposal of surplus excavated earth as directed by the E/I with in lead of 50mtr (S.I.No. 251 A)
939.9
146624
156
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Providing and laying cement concrete in 1:6:12 (1 cement : 6 C sand (FM 2.2 to 3.6): 12 graded brick aggregate 40mm nominal sixe) and curing complete including cost of from work in foundation and floors.
185.58
844945
4553
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Class - 150 brick in 1:6 cement and C, sand (1.50 to 2.0 F.M.) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required far proper completion of the work.
536.26
3495878
6519
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Struck painting on brick work with cement mortar in 1:2 with consisting of one part cement & two parts of Course sand of 1.25 FM including supply of all materials and labour T& P etc. required for proper completion of work.SI-574
1367.34
144938
106
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Same as Item No. above but for flush pointing etc required for proper complition of work.SI-575 (182.00-19.00)
1265.93
134188
106
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R.C.C.Work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1-1/2:3 (1 cement 1.5 approved coarse sand and 3, 20mm graded aggregates) in slabe excluding supply of reinforcement and its binding the same with 24BWG wire and but including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc. and 1 kg water proofing compound in 1 cement bag.Required for proper completion of the work. Strength of the concrete shall not be less than M20. S.I.-4.2.2
23.69
199185
8408
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M.S. or iron work in plain work such as reinforced concrete or reinforced brick work (when not wrought to included in overall rates) wrought to required shape as necessary including binding for proper completion of the work and including supply of steel its wastage bend books and authorized overlapping shall be measured upto floor two level as per S.I. No. 504 (Dia 10mm to 16mm)
54.12
373428
6900
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Brick on edge flooring with sand filling in joints etc compleat as per direction of E/I.
436.65
235791
540
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