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Costs
EMD
₹ 3,12,014Document Cost
₹ 3,220Tender Fee
Refer Documents
Summary
Execution, Testing And Commissioning Of Naharkatia Water Supply Scheme ,ph-ii
Description
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Contact
Tender Id
2023_UDD_34936_1Tender No
NIT 12 of 2023-24 dated 20-11-2023Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://https://udd.assam.gov.in/
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Documents
Execution, Testing and Commissioning of Naharkatia Water Supply Scheme ,Ph-II
BOQ Items
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b)110 mm dia HDPE pipe
935
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c) 125 mm dia HDPE pipe
390
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d) 160 mm dia HDPE pipe
300
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e) 200 mm dia HDPE Pipe
1020
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Supply, delivery and stacking and lauying of centrifugally cast (spun) Ductile Iron Presser Pipes ISI Marked, Class K-7 with socket and spigot ends conforming to IS:8329/2000 of standard working lengths 5.50 meter and 6.00 meter with inside inside cement mortar lining of 3 mm nominal thickness and outside Blue Epoxy coating suitable against longitudinal bending and differential settlement, relatively smooth walls, chemically inert with respect to soil and water including third party inspection, all taxes and duties, transportation, freight charges, loading and unloading, conveyance to the project site and stacking with cost of all labour and material for following pipe diameters including earth excavation of required depth as per norms and back filling the same as required.Pipes are to be laid below 1.00 meter depth of ground level .
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a) 250 mm dia.
350
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b) 300 mm dia.
150
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Supplying and devilary and fitting of ISI marked DI double socketed fittings such as Tee , Bends , Reducer , Tappers and Caps etc class k-12 conforming to IS 9523-2000 of PN 1.6 with up to date amendment of required diameter suitable for used with DI spun pipe conforming to IS 8329-2000 of class k-7 DI pipe along with necessary rubber ring of EPDM quality conforming to IS : 5382-1985
117.52
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Supplying of CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING
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(a) 100 mm dia
6
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(b)150 mm dia
3
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(c ) 200 mm dia
1
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(d) 250 mm dia
1
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Supplying of C.I. Double Air Release Valve as per IS : 14845/2000
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a) 100 mm dia
2
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b) 150 mm dia
2
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Labour charge for carrying, fitting and fixing C.I.double air valve complete with supplying bolts, nuts 3 mm thick rubber insertion etc. all completeas directed.
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a) 100 mm dia
2
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b) 150 mm dia
2
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Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. reflex valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc. (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints)
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(a) 100 mm dia
6
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(b)150 mm dia
3
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(c ) 200 mm dia
1
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(d) 250 mm dia
1
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
2410.5
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Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost). sqm 362.30
2320.5
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Road crossing with MS. Pipe:- Providing, Fixing, Testing & Commissioning of Mild Steel Black Pipe (IS: 1239 Part - I) Heavy class including cutting, screwing, welding etc complete with all fittings (but welded) viz flanges, bends, tees, elbows,reducers etc including anti corrosive tape 4 mm thick (wrapping and coating) with black bituminated primer as per IS: 10221 complete as reqd. Approved make of pipes: Tata /Jindal / Nezone/Suriya.
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200 mm dia ( 6.5 mm THICK)
7.5
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150 mm dia ( 6.5 mm THICK)
15
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Supplying of DI Flanged Spigot, Flanged tee, socketed bend etc. specials all as directed by Engineer In Charge
117.52
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Road restoration cost of road under state PWD, NHIDCL authority and local bodies for cutting and crossing of roads while laying the pipe lines .from diameter 90 mm to 300 mm dia
4800
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Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design bricks of class designation 7.5
15
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Approach Road 50 m long
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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.
93
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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.
232.5
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Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate , Approach Road stone for WBM
34.88
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Supplying and stacking at site. 16.3.8:- Red bajri ,Approach Road base GSB
34.88
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
56.25
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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 embedding/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. 16.91.2:- 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.-Approach Road
187.5
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.3:- 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) -Road side straining concrete
12.5
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Centering and shuttering including strutting, propping etc. and removal of form work for :4.3.2):-Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. Road side straining concrete
100
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Building renovation work:
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) -Staff quarter floor
12.37
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Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :15.12.1 Of area 3 sq. metres and below
8
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Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 15.28.1 G.S. Sheet
98.6
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Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. --Staff qtrs ceiling
66
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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. 10.16.2 Hot finished seamless type tubes
2366.68
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CEILING 12.24 Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) : 12.24.1 Natural colour insulating board 12.24.1.1 12 mm thick
132
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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 120 grams 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 Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
197.2
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Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams 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 using self drilling/ self tapping screws complete :12.51.1 Ridges plain (500 - 600mm) metre 450.60
23
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Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately)-9.1.3 Kiln seasoned and chemically treated hollock wood
0.64
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Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) -9.5.3 Kiln seasoned selected planks of sheesham wood- 9.5.3.2 30 mm thick shutters
13.12
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Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :9.7.7 Float glass panes -9.7.7.1- 4 mm thick glass pane (weight not less than 10kg/sqm).
11.5
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Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :9.55.3 75x47x1.70 mm
36
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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame 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:-9.21.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
23.34
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Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :9.96.2 - 250x16 mm
11
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Providing and fixing aluminium tower bolts, 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. complete :9.97.4- 250 x 10 mm
22
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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. complete :-100 mm
44
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Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. -Road side straining concrete
1.13
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Supply manpower and materials for cleaning different component of WTP and campus including washing , disinfecting with bleaching powder replacing of two Nos W.C. pan, inter connection with septic tank, all other materials as directed by EIC.
1
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Electricalk Works
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Supplying, installation , testing and commissioning of Three phase Submersible motor pump set (Texmo / Crompton Greaves/ Aquatic/ CRI/ V-Guar suitable for bore well including supplying fixinf of rquired panal board with all accessories like RCCB, MCB, Bus bar, star-delta power connection system etc; wiring with 3core 16sq.mm flat water proof copper power cable of required length and and steel ropes including necessary connection as approved by the Deptt.)of Starter ( Crompton Greaves/ Control & Switch Gear/ BCH/ L& T / Siemens make) of following type and capacity as specified and directed by the Department. ( Crompton Greaves/ Control & Switch Gear/ BCH/ L& T / Siemens make) D.O.L Starter (Crompton Greaves/ Control & Switch Gear/ BCH/ L& T / Siemens make)-0.5 TO 10 HP, 0.72 TO 20 A. = 2 nos (one stand by) 7.50 HP capacity and 1 Nos 15 HP submersible pupmset with all accessories complete
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2 Nos.-7.5 HP submersibe pump set
15
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1 Nos .15 HP submersibe pump
15
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Earthing with G.I. earth pipe 4.5 meter long 40 mm dia including including accessories and providing masonary encloser with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required.-100 mm dia C.I. Earth Pipe
5
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Supplying and laying 6 SWG., G.I wire at 0.50 m below ground level for conductor earth electrode, including connection/termination with GI thimble etc as required.-6 SWG., G.I earth wire
50.03
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Supply and laying of following size Power/Control Copper cables, Solid Copper conductor, XLPE Insulated, cores laidup,PVC tape inner sheathed,Unarmoured/ Armour (Galvanised for cables upto 10x1.5 sqmm. 8x2.5 sqmm. 2x 10 sq mm. 3x10 sqmm. 4x6sqmm balance all galvanised steel strip), extruded PVC Type ST2 Sheathed, 650/ 1100V grade as per IS7098 (Part1)1988, U.G.cable laid in ground/ partially in air (as required for termination over ground including excavation of cable trench up to depth of 75cm, refilling, protective brick covering, Sand cushioning etc complete handling of surplus spoil,debriset to proper place as specified and directed by the deptt. (Nicco/ Havells/ RPG/ CCI/ Polycab/Gloster /Finolex make)- 70.00 Sq.mm 3&1/2 Core U.G. cable --Transformer to Main panal board
50
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Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. --- 3½ X 70 sq. mm (38mm) Each 368
8
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Deep Tube Well Work
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Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per directionof Engineer-in-charge. 23.10.1 100 mm nominal size dia having minimum wall thickness 5.00 mm metre ---100 mm dia
138
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Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete- 100 mm dia
2
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Providing and fixing gun metal non- return valve of approved quality (screwed end) :18.19.6 80 mm nominal bore-18.19.6.2 Vertical - 100 mm dia
4
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Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
36
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