Pey Jal Nigam Uttarakhand Tender
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Pey Jal Nigam Uttarakhand Tender
Civil And Construction
Excavation
Eprocure
Opening Date9 May 2025
Closing Soon22 May 2025
Tender Amount₹ 5,65,50,000
Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = (A x N x 2 - B) Where: A = Maximum value of Construction works (Turn Over) executed in any one year during the last five years N = Number of years prescribed for completion of the works for which bids are invited B = Value of existing commitments and ongoing works to be completed during the next year.
Technical Capacity
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The required prior work experience for the bidder includes experience of work of similar nature, with work-wise details, completed during the last 7 years. The bidder should have satisfactorily completed at least one similar work of value not less than 80% of the estimated cost of Electrical works, or at least two similar works of value not less than 60% of the estimated cost of Electrical works each, or at least three similar Electrical works of value not less than 40% of the estimated cost of Electrical works each. The value and percentage of similar works completed are as follows:
- At least one similar work of value not less than 80% of the estimated cost.
- At least two similar works of value not less than 60% of the estimated cost each.
- At least three similar works of value not less than 40% of the estimated cost each. Specific values mentioned include:
- Rs. 452.40 Lacs (80% of contract value)
- Rs. 339.30 Lacs (60% of contract value)
- Rs. 226.20 Lacs (40% of contract value) The bidder should also have experience in executing specific items/quantities of work, including:
- RCC work - 257.00 Cum
- Steel Reinforcement - 31719.00 kg
- PCC work - 69.00 Cum
- Earth work - 1510.00 Cum
- Acoustic work - 138.00 sqm Additionally, the bidder should have a minimum similar work experience of 50% of the value given in Cl. 3.5 (d), and the lead partner in a joint venture should meet minimum qualification criteria, including similar works cost experience of 50% of the value given in Cl. 3.5 (d). The bidder should have completed similar works with a value equivalent to at least 80% of the minimum eligibility criteria for the bid to be considered substantially responsive, and should have a minimum turnover of Rs. 226.20 Lakh, which is the estimated cost of the work, and should have completed similar works with a value equivalent to at least 40% of the estimated cost. The bidder's available bid capacity will be calculated based on the maximum value of construction works executed in any one year during the last five years, the number of years prescribed for completion of the works, and the value of existing commitments and ongoing works. The bidder should have a minimum solvency of 40% of the estimated cost of the work, which is Rs. 226.20 Lakh, and should have a credit limit of Rs. 141.38 Lakh, which is 3 months' cash flow for the tender. The bidder should have a minimum experience and technical staff required for the work, and should have necessary equipment and machinery, either owned or leased, as indicated in Contract Data (Section-VII). The bidder should register in Uttarakhand Peyjal Nigam within three months of acceptance of the bid, and failure to do so will result in non-payment of further payments until registration. The bidder should have completed similar works with a value equivalent to at least 80% of the minimum eligibility criteria, which is Rs. 180.96 Lakh. The bidder should have a minimum of 40% of the estimated cost as solvency, which is Rs. 90.48 Lakh. The bidder's bid will be evaluated based on the technical and financial criteria, and the bidder with the highest score will be awarded the contract, with a minimum qualification mark of 60. The bidder should have a minimum turnover of Rs. 226.20 Lakh, which is the estimated cost of the work, and should have completed similar works with a value equivalent to at least 40% of the estimated cost. The bidder should have a minimum of 40% of the estimated cost as solvency, which is Rs. 90.48 Lakh. The bidder's bid will be evaluated based on the technical and financial criteria, and the bidder with the highest score will be awarded the contract, with a minimum qualification mark of 60. The bidder should have completed similar works with a value equivalent to at least 80% of the minimum eligibility criteria, which is Rs. 180.96 Lakh. The bidder should have a credit limit of Rs. 141.38 Lakh, which is 3 months' cash flow for the tender, and should have a minimum experience and technical staff required for the work. The bidder should have necessary equipment and machinery, either owned or leased, as indicated in Contract Data (Section-VII), and may provide an affidavit regarding the availability of equipment and machinery. The bidder should register in Uttarakhand Peyjal Nigam within three months of acceptance of the bid, and failure to do so will result in non-payment of further payments until registration. The bidder's available bid capacity will be calculated based
Costs
EMD
₹ 11,31,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MDPEY_83702_1Tender No
1750/Nivida(Garh)KhelDDun/61 06/05/2025Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://http://peyjal.uk.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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SOR Item- 4-3-2
Construction of Gravel/ Soil Aggregate Base/Surface by providing well graded material of nominal maximum size grading 10 mm as per Table 2.3 of IRC SP 77- 2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80- 100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008.
488.46
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SOR Item- 4-3-3
Construction of Gravel/ Soil Aggregate Base/Surface by providing well graded material of nominal maximum size grading 5 mm as per Table 2.3 of IRC SP 77- 2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80- 100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008
488.46
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SOR Item- 11-2-1
Providing and Fillling River Sand Rootzone in Ground as per drawing and technical specification Clause 305.3.9.
2896.97
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DSR Item-2.2
Supplying and stacking of good earth at site i/c royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment).
976.93
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DSR Item-2.3
Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment)
488.46
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DSR Item-2.4.1
Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm
488.46
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DSR Item-2.5
Rough dressing the trenched ground including breaking clods
4884.64
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DSR Item-2.6
uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation
4884.64
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DSR Item-2.7
Fine dressing the ground
4884.64
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DSR Item-2.8
Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately)
1465.39
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DSR Item-2.9
Mixing earth and sludge or manure in proportion specified or directed by the officer-in-charge
1465.39
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DSR Item-2.33
Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge
4884.64
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NSI Item-
Providing and laying of 250 GSM non woven Geo-textile manufactured from high quality Propylene staple fibers on the prepared sub-grade withan overlap of minimum 300mm and an extra overlap at the edges with min 300mm including all wastage etc. Each roll of the Geo-textile should be of min 3.8m width and length covering the entire width of the ground.
4884.64
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DSR Item-2.10.1.2
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
242.55
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NSI item-
Supply and fixing of Perforated PVC Pipes of 200mm dia along the lateral sides of the ground in a Fish Bone Structure with end caps and couplers to join the pipes.
242.55
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DSR Item-23.8
Gravel covering of Perforated PVC Pipes in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge.
41.5
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DSR Item-2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
723.48
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DSR Item-2.27
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
15.32
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DSR Item-2.35.3.1
Diluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment)
173.47
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DSR Item-4.1.8
P/L cement concrete - all works upto plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
124.75
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DSR Item-4.11
Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
36.21
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DSR Item-4.13
Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
36.21
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DSR Item-4.1.3
P/L cement concrete - all works upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
2.93
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DSR Item-5.33.1.1
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level. (Note : Cement content considered in M-25 is @ 330 kg/ cum)
406.05
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DSR item- 5.33.2.1
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level upto floor V level
103.65
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DSR Item-5.9
Centering and shuttering including strutting, propping etc. and removal of form for :
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DSR Item-5.9.1
Foundations, footings, bases of columns, etc. for mass concrete
825.56
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DSR Item-5.9.2
Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc.
446.19
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DSR Item-5.9.6
Columns, Pillars, Piers, Abutments, Posts and Struts
546.72
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DSR Item-5.9.5
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
249.83
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DSR Item-5.9.3
Suspended floors, roofs, landings, balconies and access platform
526.44
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DSR Item-5.9.19
Weather shade, Chajjas, corbels etc., including edges
12.96
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DSR Item-5.9.20
Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12 mm thick
564.84
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DSR Item-6.1.2
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
30.73
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DSR Item-6.4.2
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)
230.62
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DSR Item-6.13.2
Half brick masonry 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. Cement mortar 1:4 (1 cement :4 coarse sand)
167.99
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DSR Item-6.15
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
167.99
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DSR Item-9.142.1
35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner.Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in-charge.Non decorative finish (matt finish)
41.37
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DSR Item-9.75
Providing and fixing ISI marked Bright finished M.S. fitting for door windows.
-
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DSR Item-9.75.2
250x16x5 mm sliding door bolts
25
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DSR Item-9.74.1
250x10 mm Tower bolt
50
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DSR Item-9.74.3
150x10 mm Tower bolt
36
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DSR Item-9.81.1
125 mm handles
50
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DSR Item-9.81.2
100 mm handles
36
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DSR Item-9.101.2
hanging floor door stopper, Twin rubber stopper
25
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DSR Item-9.68.3
200 Casement stays (straight peg type) with necessary screws etc. complete, weighing not less than 120 gms
36
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DSR Item-9.14.2.1
Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge.(A) "Profile C" Fixing with adjustable lugs with split end tail to each jamb
124.7
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DSR Item-10.11.1
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
131.22
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DSR Item-9.48.1
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
109.35
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DSR Item-9.51.2
Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading
7.29
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DSR Item-10.30.2
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes
7.29
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DSR Item-11.39
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete.
108.67
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DSR Item-8.31
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make,in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
369.52
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DSR Item-11.56
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as pecified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
8.05
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DSR Item-11.26.1
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
51.41
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DSR Item-11.27.1
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
9.21
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DSR Item-14.90.1
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete.
The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm Thick
207.97
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DSR Item-12.21
Providing gola 75x75 mm in cement concrete (1:2:4).
58.8
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DSR Item-22.14.1
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
10.4
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DSR Item-13.1.2
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
2623.59
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DSR Item-13.2.2
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
207.44
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DSR Item-13.16.1
6 mm cement plaster 1:3 (1 cement: 3 fine sand)
166.14
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DSR Item-13.41.1
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer
266.52
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DSR Item-13.62.1
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
538.92
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DSR Item-13.8
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.
266.52
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DSR Item-4.17
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
34.49
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DSR Item-6.44
Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
57.48
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DSR Item-17.1.1
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
4
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DSR Item-17.7.1
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
13
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DSR Item-17.3.1
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
8
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DSR Item-17.32.4
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 1500x450 mm
13
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DSR Item-12.41.2
P/L 110 mm dia UPVC soil waste pipe with pressure 6kg/CM2 for sewer.
203.9
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DSR Item-17.73.2
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms
13
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NSI item-
P/F Upvc nahani trap 110x110mm dia
36
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DSR Item-18.65
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
13
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DSR Item-12.43.2
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
24
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NSI item-
P/F Upvc terminal guard 110 mm dia
12
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DSR Item-18.74.2
Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 45 cm length
46
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DSR Item-12.42.5.2
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend
24
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NSI item-
P/F Upvc door bend 110 mm dia.
24
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DSR Item-17.28.2.1
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia
17
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DSR Item-12.42.4.2
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming toIS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110x110x110 mm tee
12
-
-
... More
DSR Item-17.8
P/F white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
1
-
-
... More
DSR Item-17.5.2
Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern
4
-
-
... More
DSR Item-8.10.2
Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade
3.75
-
-
... More
DSR Item-12.41.2
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
110 mm diameter
22.5
-
-
... More
DSR Item-12.42
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
-
-
-
... More
DSR Item-14.42.5.2
110 mm bend
6
-
-
... More
DSR Item-14.42.6.2
110 mm Shoe
6
-
-
... More
DSR Item-14.42.4.2
110x110x110 mm tee
6
-
-
... More
DSR Item-12.22
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete (1:2:4).
6
-
-
... More
DSR Item-12.43.2
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
110 mm
18
-
-
... More
DSR Item-18.11.1
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
15 mm dia nominal bore
158.9
-
-
... More
DSR Item-18.10
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
-
-
-
... More
DSR Item-18.10.2
20 mm dia nominal bore
39.9
-
-
... More
DSR Item-18.10.3
25 mm dia nominal bore
18.3
-
-
... More
DSR Item-18.12.4
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore
35
-
-
... More
DSR Item-18.49.1
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore
12
-
-
... More
DSR Item-18.52.1
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore
10
-
-
... More
DSR Item-18.17
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
... More
DSR Item-18.17.1.A
20mm nominal bore
3
-
-
... More
DSR Item-18.17.1
25 mm nominal bore
2
-
-
... More
DSR Item-18.17.2
32 mm nominal bore
2
-
-
... More
DSR Item-18.58.1.1
Providing and fixing PTMT grating of approved quality and colour. 100 mm nominal dia
36
-
-
... More
DSR Item-18.48
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
4000
-
-
... More
DSR Item-18.18.2
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore
2
-
-
... More
DSR Item-18.20.3
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 25 mm nominal bore
2
-
-
... More
DSR Item-18.51.1
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
24
-
-
... More
DSR Item-18.53.1
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15mm nominal bore
46
-
-
... More
DSR Item-18.64
Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms
10
-
-
... More
DSR Item-11.4
52 mm thick C.C. flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4
11.97
-
-
... More
DSR Item-5.1.2
P/L RCC, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
4.5
-
-
... More
DSR Item-13.3.1
20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
32.92
-
-
... More
DSR Item-19.19.1.1
P/F in position pre cast RCC manhole cover and frame of required shape and of approved quality. Rectangular shape 600x450mm internal dimensions
2
-
-
... More
DSR Item-19.15.1
Providing MS foot rest including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 as per standard design. (i) with 20x20mm square bar
10
-
-
... More
DSR Item-19.32.1
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
1
-
-
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NSI Item-
Acoustical Ceiling : Providing & fixing perforated Gypsum false ceiling , as marked in the drawings, consisting of GI perimeter channels of size 0.55mm thick (having one flange of 20mm and another flange of 30mm and a web of 27mm) along with perimeter of ceiling, screw fixed to brick wall/ partition with the help of nylon sleeves and screws, at 610mm c/c. Then suspending GI intermediate channels of size 45mm (0.9mm thick with 2 flanges of 15mm each) from the soffit at 1220mm c/c with ceiling angles of width 25mm x 10mm x 0.55mm thick fixed to soffit with GI cleats and steel expansion fasteners. Ceiling section of 0.55mm thickness having knurled web of 51.5mm and two flanges of 26mm each with lips of 10.5mm are then fixed to the intermediate channel with the help of connecting clips and in a direction perpendicular to the intermediate channel at 300mm c/c. Finished in 12.5mm thick micro-perforated gypsum board, 1200mm x 2400mm, with 3mm dia square perforations. The board shall have an overlay of 50mm thick, 1000 GSM polyester wadding, appropriately covered with FGT tissue (in the case of glasswool/ rockwool). The ceiling to be finished with 2 or more coats of mat type plastic emulsion paint after proper jointing & making surface smooth. Approved make of gypsum perforated board: Knauf Danoline/ Absound Overseas micro perforated/ Saint gobin -Quattro board.
277.01
-
-
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NSI Item-
Acoustical paneling on walls : Providing and fixing Acoustical Wall paneling with Compressed polyester fibre nonwoven 10mm thick panels with a density of 200kg/m3, of size1200mmX600mm with an NRC of 0.80 to 0.85 . The panels to be pasted with approved construction adhesives over 9mm thick perforated ply (minimum 20% perforations). The 9mm thick perforated ply shall be fixed over GI framing consisting of 48x36x34x0.5mm thick GI Studs wall channels & floor channels @ 600mm c/c with filling of 50mm thick 1000GSM thermally bonded polyester wadding. The insulation to be supported from the back by covering the frame with 19mm mesh GI wire netting. Approved Make : Acoustic India/ Absound Overseas/AMF.
388.49
-
-
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NSI Item-
Providing & fixing 100x15mm thick Polished teak wood skirting at the bottom of wall paneling. The skirting shall be fixed over 12mm thick commercial ply to match the level of paneling.
68.76
-
-
... More
NSI Item-
Entry/exit doors 77mm thick, acoustic doors consisting of fire resistant materials & peripheral seals all around . The door to be laminated with 1mm thick laminate. The Door shutter frames to be of klin dried chemically treated second class teak wood. The door shutter frame to be lapped with 12mm thick BWR ply duly treated for fire retardance. Make : Global Fire/ Navair/ Absound Overseas.
15.84
-
-
... More
NSI Item-
Chowkhats for the doors in second class teak wood of size 125x 75mm duly fire treated.
82.8
-
-
... More
NSI Item-
Providing and fixing panic bars for the doors with double/single leaf with all necessary parts. Make: Geze/Dorma/Doorwin
3
-
-
... More
NSI Item-
Providing and fixing Hinges (Steel with bal bearings ) of size 125 X 32mm fixed with steel drive all screws of 35mm. Make: Doors, Ozone, Dorma
18
-
-
... More
NSI Item-
Providing and fixing external trim with locking arrangement & handle for panic bars double/single leaf with all necessary parts. Make: Geze/Dorma/Doorwin
2
-
-
... More
NSI Item-
Providing and fixing heavy duty door closers of load capacity of 100-120kg with all necessary parts. Make: Doors/Dorma/Godrej
6
-
-
... More
DSR Item-2.25(a)
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
6021.29
-
-
... More
DSR Item-1.1.2
Lead beyond 5 to 10 km per km(23.16*5)=115.80
6021.29
-
-
... More
DSR Item-1.1.2
Lead beyond 10. to 20 km per km(18.85*10)=188.50
6021.29
-
-
... More
SOR Item- 4-11-2
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Gravel mix soil
3612.78
-
-
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SOR Item- 3-3
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
773.02
-
-
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DSR item- 2.28.1
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 earth with lead upto 50 metres.
2576.74
-
-
... More
SOR Item- 2-2
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
181.45
-
-
... More
SOR Item- 4-1-A
Granular Sub-base with Well Graded Material By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
-
-
-
... More
SOR Item-4-1-A-1
For Grading I Material
386.51
-
-
... More
SOR Item-4-1-A-2
For Grading II Material
314.84
-
-
... More
SOR Item-2-3
Cement Concrete (PCC M-30) Pavement:-
Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, 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 then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
185.27
-
-
... More
DSR Item- 5.26
Providing and filling in position, blown bitumen in expansion joints.
2.39
-
-
... More
SOR item- 7-1-2
Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets.300 mm dia.
77
-
-
... More
SOR item- 2-6
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
762.3
-
-
... More
SOR item- 8-2-A
Cast in Situ Cement Concrete M 20 Kerb with Channel
(Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer
329.89
-
-
... More
SOR item- 10-5
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
75.88
-
-
... More
DSR item- 5.22.6
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.
63439.44
-
-
... More
DSR item- 11.3.1
P/L 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement
218.9
-
-
... More
DSR item- 10.25.2
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required : In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
6993
-
-
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DSR item- 13.46.1
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
2438.79
-
-
... More
DSR item- 24.2
Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per
requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in
the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system
shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per
directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.
2046.26
-
-
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DSR item- 10.16.1
Steel work in 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.10.16.1 Hot finished welded type tubes
8490.45
-
-
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DSR item- 1.10.3
Wiring for light point/ fan ponit/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group-C
73
-
-
... More
DSR item- 1.12
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed mediumclass PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
100
-
-
... More
DSR item- 1.13
Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
75
-
-
... More
DSR item- 1.4
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
-
-
-
... More
DSR item- 1.14.1
2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
50
-
-
... More
DSR item- 1.14.2
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
365
-
-
... More
DSR item- 1.14.4
2 X 6 sq. mm + 1 X 6 sq. mm earth wire
40
-
-
... More
DSR item- 1.11
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
3
-
-
... More
DSR item- 1.32
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
5
-
-
... More
DSR item- 1.31
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.
5
-
-
... More
DSR item- 2.4.2
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6way 8+18 Double Door
1
-
-
... More
DSR item- 2.10
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole and neutral
-
-
-
... More
DSR item- 2.10.1
Single pole
2
-
-
... More
DSR item- 2.10.2
Single pole and neutral
28
-
-
... More
DSR item- 2.10.5
Triple pole and neutral
1
-
-
... More
DSR item- 2.13.1
Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40A
1
-
-
... More
DSR item- 5.4
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required.
2
-
-
... More
DSR item- 5.7
Supplying and laying 6 SWG G.I. wire at 0.50 meter below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
70
-
-
... More
DSR item- 1.33
Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
18
-
-
... More
DSR item- 1.24
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
... More
DSR item- 1.24.1
5/6 A switch
4
-
-
... More
DSR item- 1.24.4
3 pin 5/6 A socket outlet
4
-
-
... More
NSI item-
36/40 W LED Batten tube Surya 40W6500K LED
9
-
-
... More
NSI item-
300mm Bajaj propeller type ventlating fan with bird screen Freshee 300mm
9
-
-
... More
NSI item-
LED 12 W Recess mounting Down Lighter Phillips DN296B
28
-
-
... More
NSI item-
20 W HE Polycab LDO0103076 20WLED6500K Batten Tube
4
-
-
... More
DSR item-1.41
Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
60
-
-
... More
DSR item-1.50.1
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
9
-
-
... More
DSR item-2.15
Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
... More
DSR item-2.15.1
25 A
1
-
-
... More
DSR item-2.15.2
40 A
1
-
-
... More
NSI item-
10W LED Batten Wipro Garnet D631065 Polycarbonate 6500K
13
-
-
... More
DSR item-2.3.2
Supplying and fixing 8 way, Double Door single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
2
-
-
... More
NSI item-
Supply of 18W Inverter LED pr batten with backup 8 hrs
6
-
-
... More
NSI item-
10 W LED Bulkhead Kinjal 10WLED Plastic
4
-
-
... More
NSI item-
SITC 12 mtrs high Mast with 6 nos of 300 watt Flood light including civil works etc as reqd
2
-
-
... More
NSI item-
Supplying and Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade aluminium conductor armored of following size in the existing RCC/ HUME/ METAL pipe,in Duct trench/cable tary etc. as required.
-
-
-
... More
NSI item-
2x6 sq.mm
50
-
-
... More
NSI item-
2x16 sq.mm
50
-
-
... More
NSI item-
3.5x70 Sqmm
50
-
-
... More
NSI item-
3.5x120 sq.mm
50
-
-
... More
NSI item-
SITC of Solar Pathway light with panel , Battry and 20 w LED light
25
-
-
... More
NSI item-
Taransportation of suitable truck mounted drilling machine with all necessary accessories connecting T&P required for drilling anf correction of including leveling etc. comlete with all respect as per direction of the Engieer in charge.
1
-
-
... More
NSI item-
Driling of 450 mm dia bore from G.L level to 180 m BGL
180
-
-
... More
NSI item-
Water arragement with auxiluiary bore
1
-
-
... More
NSI item-
Lowering of 200 mm dia tube assembly
180
-
-
... More
NSI item-
Supply of 200 mm dia 6 mm thick as per IS 389/4270 (blind pipe)
120
-
-
... More
NSI item-
Supply of 200 mm dia 6 mm thick as per IS 389/4270 (perforated pipe)
30
-
-
... More
NSI item-
Development of tubewell by air compressor.
50
-
-
... More
NSI item-
Development of tubewell by O.P. Unit
40
-
-
... More
NSI item-
Supply of bail plug
1
-
-
... More
NSI item-
Supply of 1.6 mm to 4.8 mm size pea gravel with surrounding
23
-
-
... More
NSI item-
Supply and fixing of 200 mm dia size M.S. tubewell cap.
1
-
-
... More
NSI item-
Supply of submersibIe pump set having discharge 300 LPM of 80 mtr head 3 phase 415V 10°'•, 50C/s with motor complete in all respects.
2
-
-
... More
NSI item-
Supply of starter cum panle suitable for opeartion on 3 phase 415 votls, 50 C/s, Suitable capacity starter cum panel with over and under voltage protection. Ameter, Voltmeter & Phase Indicator complete in all respect.
1
-
-
... More
NSI item-
Supply of 6 sq.mm three core submersible cable for above pumping plant.
180
-
-
... More
NSI item-
Supply & laying of 16 sq.mm al armoured 4 core cable.
40
-
-
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NSI item-
Supply and Fixing Main Piping and Valves as Follows Supply of 100 mm dia 3 mtr. Long MS column pipe assembly both side flange -125 mtr. Supply of 100 mm size CIDF sluice valve-2 Nos, Supply of 100 mm size CIDF reflux valve-1 Nos Supply of 100 mm size 1.5 mtr long MS distance piece pipe -2 nos Supply of 100 mm size CIDF Redial Tee-1 No, Supply of 100 m size to pump outlet dia reducer and other end flanged-1 no. Supply of heavy duty MSDI Clamp-1 set, Supply of Tube well cap.-1 No, Supply of 100 mm size CIDF 90° bend-1 No. Nuts Bolts, Rubber/ Fiber packing for jointing above pipers & specials-1 set, Supply of 100 mm dia pressure gauge with control cock & fitting of range 0.20 kg/cm2 with complete with all fitting.-01 Set, Supply of Tool kit having DE spanner set, ring spanner set, screw driver, plier, hammer, pipe rinch, screw rinch-01 Set
1
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Installation, Testing & commissioning of pumping Plant with lowering of column pipe and fixing of valve and accessories.
1
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Painting of entire installation with two coats of super enamel paint as per direction of Engineer-in -charge.
1
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Geological and Hydrological Survey
1
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Testing of Water Sample.
1
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Earthing with G.I. Earth plate of suitable size including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe with charcoal/coke and salt as required with supplying and laying of 25mm x 3mm G.I. Strip including connection/ terminating with nut, bolt, spring, washer etc. as required (jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) as required.
1
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Supplying and fixing LED High Bay light Flood Light 400 wattmade up of pressure die cast housing with toughned glass and individual LEDs with secondary optics BVP485 Phillips.
6
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DSR item- 6.8.1
Supply,Installation,Testingand Commissioning of on grid Solar Photo voltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystal line silicon solar cells,net metering facility,necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:- a)Solar Photovoltaic Module of capacity 330Wp or above, manufactured in India, conforming to IS14286/IEC61215,IS/IEC61730-Part-1,IS/IEC61730-Part-2.Solar Photo voltaic Module conversion efficiency shall not be less than 16.5%.PV modules used in solar power plants/systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10years and 80% at the end of 25 years.
b)Power Conditioning Unit(PCU) of 350-00VDC Input voltage range and 400VAC, three phase, 4wire, 50Hz+/2.5Hz ,output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than3% and suitable for ambient temperature from 0 to 50 degreeC. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency.
c) Data Monitoring System complete with accessories.
d)Fixing of Array junction box & Main junction box with IP65 protection and termination arrangement for incoming and outgoing cable along with glands,lugs and other accessories etc. as required.
e) Lightning and surge voltage protection.
f)Connections & Inter connections by supplying & fixing required size XLPE insulated copper conductor 1.1kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc.as required.
Remark Solar inverter has 6 yr warranty, Solar panel have 10 yr warranty, AMC is required after 6 yr, 1 Array will have 10 panel connected in series, Connection 1 array have 10 panels in series 240 volts DC, 10 amp, Connection 10 array output in parallel 240 volts 100 amp DC, Connection output 2 parallel array in series 480 volts 100 amp.
20
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