Uttar Pradesh Projects Corporation Limited 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 Projects Corporation Limited - UPPCL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date16 Aug 2024
Closing Date24 Aug 2024
Tender Amount₹ 1,94,97,765
Costs
EMD
₹ 3,90,000Document Cost
₹ 17,700Tender 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_UPPRC_944548_2Bid Award Id
ViewTender No
03/GM-4/UPPCL/2024-25 Dated 30-07-2024Tender Authority
Uttar Pradesh Projects Corporation Limited ViewPurchaser Address
-Website
http://http://upprojects.org/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform by Kentledge/Anchor pilesmethod and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification& the direction of Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.
Initial test (Test Load 2.5 times the Safe
capacity)
1
39673
39673.89
Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform by Kentledge/Anchor pilesmethod and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification& the direction of Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.
Routine test (Test Load 1.5 times the Safe
capacity)
1
14220
14220.78
Centering and shuttering including strutting, propping etc. and removalof form for :
Foundations, footings, bases of columns, etc. for mass concrete
39.15
11120
284.05
Centering and shuttering including strutting, propping etc. and removalof form for :
Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
217.6
116070
533.41
Centering and shuttering including strutting, propping etc. and removalof form for :
Columns, Pillars, Piers, Abutments, Posts and Struts
173.7
120950
696.32
Centering and shuttering including strutting, propping etc. and removalof form for :
Suspended floors, roofs, landings, balconies and accessplatform with water proof ply 12 mm thick
77.57
57783
744.92
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels,over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured) Extra Height 9.00-3.5=5.5Rate 384.30*5.5=2113.65
41.62
63721
1531.03
Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centering, shuttering, finishing and reinforcement - All worK u p to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources All works upto plinth level
20.7
135632
6552.31
Reinforced ·ement concrete work in walls (any thickness), including attached pil, sters, buttresses, plinth and string courses, fillets, columns, pillars, piers abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources
All works above plinth level upto floor V level
15.63
122873
7861.36
Reinforced cement concrete work in beams, suspended floors, roofs having slop up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain windo sills staircases and s iral stair cases above linth level u to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
44.31
369281
8334.04
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
123.32
963393
7812.14
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
37.93
250183
6595.92
12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
476.51
123344
258.85
Extra for plastering done on moulding, cornices or architraves including
neat finish to line and level:
238.26
123087
516.61
15 mm cement plaster on rough side of single or half brick wall ofmix: 1:4 (1 cement: 4 coarse sand)
23.28
6943
298.25
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
3.6
783
217.63
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
504.4
57017
113.04
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
504.4
58676
116.33
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm
4.29
4827
1125.25
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge
26.33
2488
94.53
Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge
1
1291
1291.2
Window chowkhats
2
1630
815.01
Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction withframe of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
1.58
2738
1733.12
Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction withframe of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
2
439
219.66
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. completeed to required colour and shade with necessary screws etc complete 125 mm long
2
95
47.99
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P.brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately Powder coated aluminium (minimum thickness of powder coating 50 micron
21.6
9926
459.57
steel work i built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete . Electric resistance or induction butt welded tube
1226.25
172582
140.74
Providing & fixing glass panes with putty and glazing clips in steel doors windows, clerestory windows, all complete with
2.16
1665
771.18
Supply and Fixing 3 D acrylic latters hindi font Mk0 Hkhejko vEcsMdj fo'ofo/kky; Nyslj ifjlj vkxjk 36 nos font and 6 nos font incuding matras ,Each fonts height 300 mm including LED light Complete as per Direction Engineer -in Charge (both Side)
1
161500
161500
Supply and Fixing 3 D acrylic 1200x1200 mm Signage Logo including cutting and Lighting complete as per Direction Engineer -in Charge (both Side)
1
85500
85500
Designing, bricating, testing, installing and fixing in position Curtain Wall with Alminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structur I analysis & design and preparation of shop drawings for pressure eqalisation or rain screen principle as required, proper drainage of water to ake it watertight including checking of all the structural and functional d sign.(b) Providin , fabricating and supplying and fixingpanels of aluminium composite panel cladding in pan shape in metalic colour of approved shades ma e out of 4 mm thick aluminium composite panel materialconsisting o 3 mm thick FR grade mineral core sandwiched between two Alumini m sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon baseuoropo ymer resin coa mg o approve co our an s a e on face# 1 and polymer (Service) coating on face# 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc (c) The fas ening brackets of aluminium alloy 6005 T5 / MS with Hot Dip Galvani ed with serrations and serrated washers to arrest the wind load move ent, fasteners, SS 316 Pins and anchor bolts of approved make in S 316, Nylon separators to prevent bi-metallic contacts all complete re uired to perform as per specification and drawing The item includes co t of all material & labour component, the cost of all mockups at site, cost of all samples of the individual components for testing in an appro ed laboratory, field tests on the assembled working curtain wall with al minium composite panel cladding, cleaning and protection of the curtain all with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable nder the relevant aluminium items. The Contractor shall provide cu ain wall with aluminium composite panel cladding, having all the perfo mance characteristics all complete , as per the Architectural drawings a drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places
53.65
194892
3632.67
C.C.ROAD
Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge in cement mortar
27.09
40426
1492.31
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm
163.85
13453
82.11
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge
73.2
26198
357.9
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead
546
21616
39.59
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth,dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres
3167.28
502203
158.56
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
624.74
1323586
2118.62
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
363.61
1794157
4934.29
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x50 mm deep) by groove cutting machine,providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin-charge (Item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
200.94
1615394
8039.19
Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete.
4018.72
161271
40.13
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper mbedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern
1330.01
1051545
790.63
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
78.16
14737
188.55
1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived fro natural sources : 4 graded stone aggregate 20 mm nomin size derived from natural sources
30.91
176397
5706.81
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4(1cement:4 coarse sand)
78.2
417505
5338.95
15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)
943.59
281425
298.25
Providing and laying in position specified grade of reinforced cement concrete, e eluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
26.15
171342
6552.31
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, pier . abutments, posts and struts etc. above plinth level up to floor five IE vel, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
3.74
29401
7861.36
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
4107.3
320862
78.12
steel work i built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete . Electric resistance or induction butt welded tube
7616.77
1072517
140.81
Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works
456
22261
48.82
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coat on new work
573
93903
163.88
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
448.59
50708
113.04
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
443.46
51587
116.33
Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Egineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any itch in horizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size and shape wherever required
210
112358
535.04
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper mbedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern
1688.66
1335105
790.63
Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete
234
278172
1188.77
BOUNDRY WALL Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
4758.5
86699
18.22
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead
951.7
37677
39.59
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge
13.32
4767
357.9
Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
951.7
49945
52.48
Neat cement punning
951.7
55112
57.91
15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)
951.7
283844
298.25
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
4768.05
538980
113.04
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
4768.65
554737
116.33
Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works
188.14
9184
48.82
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coat on new work
188.14
30832
163.88
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
1239.75
112928
91.09
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sidesand end post on one side only andprovided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately).
Payment to be made per metre cost of total length of barbed wire used
7802
124910
16.01
G.S.T Extra as per applicable
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements