Uttar Pradesh Housing And Development Board Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Uttar Pradesh Housing And Development Board - UPAVP Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date1 Jul 2024
Closing Date13 Aug 2024
Tender Amount₹ 1,82,60,000
Costs
EMD
₹ 3,66,000Document Cost
₹ 5,310Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_UPHDB_934304_1Bid Award Id
ViewTender No
537/PRO-50E/23 DATED 25-06-2024Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
3.00- 4.50 M BGL
37.78
14696
389
Providing and fixing Open timbering in trenches for them following depth as per given including removal afer laying of sewer (Both sides of trenches will be taken as one side for the purpose of payment and measurements i.e. area (equals to length x depth of trenches) Dismantied timbering materials will be the property of the contractor.
-
-
-
0.00 - 3.00 M BGL
3266.16
952412
291.6
3.00-6.00 M BGL
292.72
112228
383.4
Supply & Carting of the following size of the R.C.C. Hume Pipe NP2 & NP3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, chaulking the same with necessary rubberring and jointing with 1:2 Cement mortar in coarse sand and cement of FM 2.20 to 3.6 including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement
-
-
-
250 mm Dia NP2 Class Pipe 0.00 - 1.50 M BGL
515.68
431263
836.3
250 mm Dia NP2 Class Pipe 1.50 - 1.60 M BGL
232.14
199338
858.7
250 mm Dia NP3 Class Pipe 1.60 - 3.00 M BGL
1374.81
1419353
1032.4
250 mm Dia NP3 Class Pipe 3.00- 4.50 M BGL
149.97
158953
1059.9
Providing all material and construct rectanglular slab type manhole of size 0.90X1.20X 2.50 m as per drawing & design including excavation and removal of surpus earth to a distance 30m, providing & fixing of open timbering, laying 30cm thick base concrete 1:4:8 (1 Cement : 4 Coarse Sand : 8 Stone Grit 40mm nominal size) in foundation/floors base of manhole and class-150 brick work in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 morter and 12mm thick cement plaster in 1:3 cement and coarse sand of F.M. 1.50 to 2.20 moter and flooting coat of neat cement with water proofing compound, floor with 1:2:4 (1 Cement : 2 Coarse Sand (F.M. 2.2 to 3.6) : 4 stone grit-20mm gauge nominal size) cement concrete, RCC slab 15cm thick with 1:1.5:3 (1 Cement : 1.5 Coarse Sand (F.M. 2.2 to 3.6) : 3 stone grit-20mm gauge nominal size) with cost of steel and fixing in position and providing and fixing of RCC Manhole cover with frame 600mm dia of heavy duty and 20mm square bar (P.V.C. encapsulation) foot rest size 0.30 X 0.20 X 0.15m in the walls fixing with cement concrete 1:3:6 also including supply of all material, labour, and T & P etc. Complete in all respect as per direction of E/I.
94
3927696
41784
Regulation of shaft in the slab type manhole of size 0.90X1.20X 2.50 m as per drawing & design including excavation and removal of surpus earth to a distance 30m, providing & fixing of open timbering and class-150 brick work in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 morter and 12mm thick cement plaster in 1:3 cement and coarse sand of F.M. 1.50 to 2.20 moter and flooting coat of neat cement with water proofing compound and 20mm square bar (P.V.C. encapsulation) foot rest size 0.30 X 0.20 X 0.15m in the walls fixing with cement concrete 1:3:6 also including supply of all material, labour, and T & P etc. Complete in all respect as per direction of E/I.
73.78
-870604
11800
Providing all materials and construct arch type manhole of size 0.90X1.40X 3.00m as per drawing & design including excavation and removal of surpus earth to a distance 30m, providing & fixing of timbering, laying 30cm thick base concrete 1:4:8 (1 Cement : 4 Coarse Sand : 8 Stone Grit 40mm nominal size) in foundation/floors base of manhole and class-150 brick work in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 morter and 12mm thick cement plaster in 1:3 cement and coarse sand of F.M. 1.50 to 2.20 moter and flooting coat of neat cement with water proofing compound, floor with 1:2:4 (1 Cement : 2 Coarse Sand (F.M. 2.2 to 3.6) : 4 stone grit-20mm gauge nominal size) cement concrete, RCC slab 15cm thick with 1:1.5:3 (1 Cement : 1.5 Coarse Sand (F.M. 2.2 to 3.6) : 3 stone grit-20mm gauge nominal size) with cost of steel and fixing in position and providing and fixing of RCC Manhole cover with frame 600mm dia of heavy duty and 20mm square bar (P.V.C. encapsulation) foot rest size 0.30 X 0.20 X 0.15m in the walls fixing with cement concrete 1:3:6 also including supply of all material, labour, and T & P etc. Complete in all respect as per direction of E/I.
20
978300
48915
Regulation of shaft in the Arch type manhole of size 0.90X1.40X 3.00 m as per drawing & design including excavation and removal of surpus earth to a distance 30m, providing & fixing of open timbering and class-150 brick work in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 morter and 12mm thick cement plaster in 1:3 cement and coarse sand of F.M. 1.50 to 2.20 moter and flooting coat of neat cement with water proofing compound and 20mm square bar (P.V.C. encapsulation) foot rest size 0.30 X 0.20 X 0.15m in the walls fixing with cement concrete 1:3:6 also including supply of all material, labour, and T & P etc. Complete in all respect as per direction of E/I.
0.01
-146
14622
Providing all material and construct square type sewer connecting chamber size 0.60x0.60x1.50 m as per drawing & design including excavation and removal of surpus earth to a distance 30m, laying 20cm thick base concrete 1:4:8 (1 Cement : 4 Coarse Sand : 8 Stone Grit 40mm nominal size) in foundation/floors base of chamber and class-150 brick work in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 morter and 12mm thick cement plaster in 1:3 cement and coarse sand of F.M. 1.50 to 2.20 moter and flooting coat of neat cement with water proofing compound, floor with 1:2:4 (1 Cement : 2 Coarse Sand (F.M. 2.2 to 3.6) : 4 stone grit-20mm gauge nominal size) cement concrete and providing and fixing of RCC Manhole cover with frame 600mm dia of heavy duty and 20mm square bar (P.V.C. encapsulation) foot rest size 0.30 X 0.20 X 0.15m in the walls fixing with cement concrete 1:3:6 also including supply of all material, labour, and T & P etc. Complete in all respect as per direction of E/I.
17
214404
12612
Regulation of shaft for suare slab type sewer connecting chamber of size 0.60x0.60x1.50 as per drawing & design including excavation and removal of surpus earth to a distance 30m, class-150 brick work in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 morter and 12mm thick cement plaster in 1:3 cement and coarse sand of F.M. 1.50 to 2.20 moter and flooting coat of neat cement with water proofing compound and 20mm square bar (P.V.C. encapsulation) foot rest size 0.30 X 0.20 X 0.15m in the walls fixing with cement concrete 1:3:6 also including supply of all material, labour, and T & P etc. Complete in all respect as per direction of E/I.
1.88
-10943
5821
Providing all material and construct square type sewer connecting chamber size 0.60x0.60x3.00 m as per drawing & design including excavation and removal of surpus earth to a distance 30m, providing & fixing of open timbering, laying 20cm thick base concrete 1:4:8 (1 Cement : 4 Coarse Sand : 8 Stone Grit 40mm nominal size) in foundation/floors base of chamber and class-150 brick work in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 morter and 12mm thick cement plaster in 1:3 cement and coarse sand of F.M. 1.50 to 2.20 moter and flooting coat of neat cement with water proofing compound, floor with 1:2:4 (1 Cement : 2 Coarse Sand (F.M. 2.2 to 3.6) : 4 stone grit-20mm gauge nominal size) cement concrete and providing and fixing of RCC Manhole cover with frame 600mm dia of heavy duty and 20mm square bar (P.V.C. encapsulation) foot rest size 0.30 X 0.20 X 0.15m in the walls fixing with cement concrete 1:3:6 also including supply of all material, labour, and T & P etc. Complete in all respect as per direction of E/I.
14
345394
24671
Regulation of shaft for square type sewer connecting chamber of size 0.60x0.60x3.0 as per drawing & design including excavation and removal of surpus earth to a distance 30m, providing & fixing of open timbering and class-150 brick work in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 morter and 12mm thick cement plaster in 1:3 cement and coarse sand of F.M. 1.50 to 2.20 moter and flooting coat of neat cement with water proofing compound and 20mm square bar (P.V.C. encapsulation) foot rest size 0.30 X 0.20 X 0.15m in the walls fixing with cement concrete 1:3:6 also including supply of all material, labour, and T & P etc. Complete in all respect as per direction of E/I.
15.46
-109626
7091
Sewer Connection Excavation for laying sewer, manhole, gully pits, sewer connecting chamber etc in ordinary soil (loam, clay or sand) i/c cutting of joints pits, levelling dressing the surface and refilling of trenches in 20cm layers, watering, ramming the same and including disposal of surplus earth within a distance 50m.
897.29
220464
245.7
Supply laying and jointing 150mm dia RCC NP2 class S&S pipe ISI mark. Carting and lowering the same in trenches placing in position true to alignement 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 mortar including excavation of earth work below invert of sewer for jointing material etc. But excluding excavaton and refilling trenches from ground level to invert level of the pipe complete.
1459
977530
670
Construction of sewer connecting chamber inner size 0.60x0.60x.070m with brick work in 1:4 cement and coarse sand mortar i/c necessary exavation foundation base concrete in 1:5:10 cement coarse sand and 40 mm graded stone ballast and 12 mm thick inside plaster with 1:3 cement and coarse mortar finished with 3mm thick floating coat of neat coment, R.C.C cover in 1:1:5:3 cement coarse sand and 20 mm graded stone grit i/c 2.5 cm thick flooring in 1:2:4 cement, coarse sand of 2.20-3.60 FM & 20 mm graded stone grits M.s iron work in 8mm dia 9 Nos. Both sides complete.
334
2202028
6592.9
Water Supply Excavation For pipe line in ordinary soil (Loam, clay or sand) including lift upto 1.50 M & lead up to 30m including filling , back watering & rammig of excavated earth into the trenches & removal & disposal of surplus earth as direction by E/1 up to distance of 30m from the foundation trenches.
3449.91
805208
233.4
Supply,carting and laying of 350mm dia ISI marked Ductile iron pipes K-7 confirmig to IS code 8329/2000 suitable for push on rubber gasket jointing with cement morter lining including lowering the same into trenches and laying & jointing true to alignment and gradient including testing of pipe line i/c the cost of cutting pipes for making of length and making joints besides trenching but excluding the cost of trenching.
26
79118
3043
Supply,of following size ISI marked A.C pressure pipe & coupling class -15 " MANUFACTURED BY MAZA PROCESS" with the use of fly ash confirming to IS code 1592/2003 or its latesr amendments along with sets of 3 no ISI marked Rubber ring Type -3 I.S 5382/1986 (Ist Revision redefined 1998 with amendment) in the standerd length of 5.00 M and i/c jointing with C.I detachable joints, specials and fitting etc and lowering the same into trenches and laying & jointing true to alignment and gradient including testing of pipe line i/c the cost of cutting pipes for making of length and making joints besides trenching but excluding the cost of trenching.
-
-
-
350 mm dia AC Pipe
793
1993205
2513.5
300 mm dia AC Pipe
26
53253
2048.2
200 mm dia AC Pipe
153
171994
1124.15
Supply,carting and laying of following size ISI marked 6 Kg/Cm2 PVC pipe including all quality specials coupplings fitting to site of work. lowering the same into trenches and laying & jointing true to alignment and gradient including testing of pipe line i/c the cost of cutting pipes for making of length and making joints besides trenching but excluding the cost of trenching.
-
-
-
150mm PVC Pipe
208
131040
630
125 mm PVC Pipe
220
118800
540
100 mm dia PVC Pipe
2420
1064800
440
Supply of ISI mark PVC specials for different type of pipes and fixtures such as tee,bend.sockets, tail piece ,tapers ,Flanges etc.
1
131464
131464
Supply and fixing of following size ISI mark CI D/F or plain ended sluice valve/ scover valves class-II confirming to I.S 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and fixing in position i/c supply of jointing material such as nutbolts , rubber insertion etc complete .
-
-
-
350 mm dia
1
47064
47064
300 mm dia
1
20200
20200
100 mm dia
1
3700
3700
Supply and fixing of 80 mm size ISI mark CI D/F fire hydrants confirming to I.S 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and fixing in position i/c supply of jointing material such as nutbolts , rubber insertion etc complete.
2
8912
4456
Supply and fixing of 100 mm size doble action ISI mark CI D/F Air valves confirming to I.S 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and fixing in position i/c supply of jointing material such as nutbolts , rubber insertion etc complete.
1
4866
4866
Providing all material & construction of Scour valve/ sluice valve/Fire Hydrant and air valve chamber size of as per attached drawing and design of UP Jal Nigam complete with excavation and removal of surplus earth to a distance 30 M. Laying 10 cm thick cement concrete 1:4:8 with one part of cement , four part of coarse sand of F.M 2.2 to 3.6 and eight part of 40 mm graded stone ballast in foundation / floors base of chamber and brick masonary in 1:4 cement and coarse sand of F.M 1.5 to 2.20 mortar and 12 mm thick cement plaster in 1:3 cement and coarse sand of F.M 1.50 to 2.20 mortar, floor with 1:2:4 cement concrete, R.C.C cover in the proportion 1:1.5:3 cement , coarse sand of F.M 2.20 to 3.6 and 20 mm gauge stone grit with 35 x35 x5 mm M/S angle iron frame duly welded with 6 mm dia bar @ 10 cm c/c both ways which will be fixed or hinges with 3 nos hinges ( if requried) in 40x40x5 mm angle iron frame with 4 no hold fast of 35x5 mm MS flat of 10 cm long and grouted with 10 cm thick R.C.C of 1:1.5:3 over top of chamber i/c cost of steel and fixing in position etc and also i/c supply of all material , labour ,T&P etc complete in all respect as per direction of E/I size of chamber will be as per drawing or as per direction of E/I.
-
-
-
Chamber size 0.90x0.90 m (Inner size) 100cm depth
3
33000
11000
Chamber size 1.20x1.20 m (Inner size) 100 cm depth
3
45000
15000
Supply of C.I specials for different type of pipes and fixtures such as tee,bend.sockets, tail piece ,tappers ,Flanges etc.C.I 'D' joints etc upto 300 mm dia (as per I.S 13382)
714.9
47183
66
Supply of C.I specials for different type of pipes and fixtures such as tee,bend.sockets, tail piece, tappers, Flanges etc.C.I 'D' joints etc above 300 mm dia (as per I.S 13382)
2732.2
166664
61
Water Connection Supply and laying of 20 mm dia CPVC pipe of Prince,Kissan, Supreme and other approved make in road crossing having thermal stability for hot & cold water supply all CPVC plain & brass threaded fitting. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching , reffilling & testing of joints complete as per direction of E/I.
2613.45
496555
190
Supply and fixing of 20 mm dia CPVC end cap ncluding supply of all material , labour and T& P etc required for proper completion of the work.
327
3057
9.35
Making connection in 50 to 300 mm dia A.C/H.D.P.E /PVC exiting mains with 10 or 15 mm size brass ferrule excluding cost of excavation but i/c cost of cutting and threding the pipe etc and i/c supply of all material , labour and T& P etc required for proper completion of the work.
-
-
-
100 mm dia PVC Pipe
308
311234
1010.5
125 mm dia PVC Pipe
14
14357
1025.5
150 mm dia PVC Pipe
5
5202
1040.5
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements