Deposit Work Chavara Grama Pt-Project No.197 / 2020-21-Cwss To Chavara Panmana Pt-Commissioning Of Tube Well Constructed By Gwd In Pattathanam Ward Of Chavara Grama Pt-Construction Of Pump House, Supply Erection Of Pumpset Supply Laying Pumping Main Dep
Tender Value
7.50 Lakhs
Estimated cost
Bid Submission
10 Sep 2021
0 days left
EMD
11300
Bank guarantee accepted
Document Fee
1600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chavara → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Deposit Work Chavara Grama Pt-Project No.197 / 2020-21-Cwss To Chavara Panmana Pt-Commissioning Of Tube Well Constructed By Gwd In Pattathanam Ward Of Chavara Grama Pt-Construction Of Pump House, Supply Erection Of Pumpset Supply Laying Pumping Main Deposit Work - Chavara Grama Pt-Project No.197 / 2020-21-Cwss To Chavara Panmana Pt-Commissioning Of Tube Well Constructed By Gwd In Pattathanam Ward Of Chavara Grama Pt-Construction Of Pump House, Supply Erection Of Pumpset Supply Laying Pumping Main
BOQ
| Sl. No. | Item Description |
| 1 | APP:A-Construction of Pump house(3x2.5m)m size) |
| 2 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 4 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: |
| 5 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. |
| 6 | Fabricating, supplying and providing Door frame of size 2.10mx.80m using 10cmx5.0cm rectangular GI tube 18 gauge or nearest size suitable for existing opening and shutter frame using 25mm GI square tube 18 gauge alround and 3 nos of 0.9m long 25mm square tube as horizontal welded to the vertical member and covering the openings of 3/4 portion door by using 1mm thick Aluminium sheet by revating of or suitable fastening and 1/4th portion up to the top of the door covered with 25mm square weld mesh welded strongly and painting one coat iron primer and two coat enamel paintsuitable colour and fitting the door using socket and pin type and inside and outerside locking arrangements as per direction from department officers |
| 7 | Fabricating , supplyingand Fitting M.S. window of size 1.mx1.30m frame sizeall round making with G Itube 75mmx50mm and providing 25mm GI tube vertical at 200mmc/c and shutter made with 25mm GI square tube sutting the outer frame size and shutter frame opening covered with Aluminium plain sheets revetted in to the 25mm frame including necessaryhinges and locking system and priming coat suitablecolour enamel painting 2 coat etc as per the direction including all cost of material and labour charges. |
| 8 | Steel work in built up G I 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 |
| 9 | Providing asbestos corrugated sheets roofing up to any pitch and fixing with polymer coated J,or L hooks, bolts and nuts 8 mm dia. G.I plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. |
| 10 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufactures specification.This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 11 | 12 mm cement plaster of mix: |
| 12 | Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 13 | Wiring the pump house and Providing 4 nos light point, and 1 No Fan point and one socket etc wiring the pump house using best quality copper wire with pvc pipe and fitting switches, sockets etc in two switch board and supply and fitting 3 nos. LED Bulb 15w , 1 no. tube set, 1 no. sealing fan best quality as per IE rules. |
| 14 | APP:B-Supplying and erection ofpump set |
| 15 | Supply an Electrically operated brand new submersible pump set(KWA approved brand) with accessories suitable for tube well of size 200 mm diameter having discharge of 400 lpm against a total head of 80 m with delivery head size 65 mm suitable to couple electrical motor Ac. 400/440V, 50 cycle .The pump shaft should be stainless steel with bronze impeller the cost including all taxes and duties, and conveyance charge. |
| 16 | Supply of fully automatic star delta starter suitable for 3 phase, 50 Hz ,415 V , 10 HP motors (MUG 15) and Compatible to automation module for mobile starter and submersible pump controllers as per the direction of departmental officers |
| 17 | Automation of pump houses including supply of 2 Nos. M power Pro or latest version (1 No. bstandby) suitable for the above pump set, fixing the module, customization etc complete as per the direction of Engineer-in-charge. |
| 18 | Supplying and fitting of best quality 4Sqmm,3 core copper cable of ISI mark. |
| 19 | Supplying 80mm GI pipe Class-B-Zenith/TATA |
| 20 | Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 80mm. |
| 21 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 80mm. |
| 22 | \"Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :80 mm diameter. Class I\"Observed Data derivedfrom item no.18.31.of DAR |
| 23 | Supplying and fitting cost of MS pannel board of size 1.5 m x 1m, main switch 100am , volt meter, ammeter, suitable size capacitor ,Fuse unit 3Nos,Single phase priventor 1 no, pilot lamp 1set etc best quality with I S I mark as per the direction |
| 24 | Charges for erecting the 10 HP submersible pump set in to the tube well after coupling the pump and motor including errecting the column pipes one by one , coupling PVC/ GI column pipes, welding MS flats across the joints, coupling the delivery pipes and valves to the vertical column pipes, connecting motor to starter after connecting all wires and cables etc complete |
| 25 | Fabricating and supplying 80 mm GI Pumping main from top of the tube well to 110 mm PVC distribution line including providing Tee joint,3 Nos of 80 mm G I bent ,5 Nos MS flange for fitting control valves and foundation to the top of the well mouth using 80 mm GI pipe suitable to proper horizontal alignment, welding together to water tight joint including earth work excavation cost of all materials , labour charges ,hire charges of welding machine, cutting / grinding machine etc |
| 26 | Supplying and fitting 100AMPS ELCB system of reputed brand as per direction from KSEB rules |
| 27 | Providing chlorinator arrangements to the tube well pump house by supplying and fixing 2 nos synthetic PVC tanks of 750 litre & 500 litre capacity with the platform outside the pump house and supply and erecting 1 HP special type dosing pump with all accessories suitable to pump bleaching powder solution connecting to the 80mm GI pumping main near the well including cost of all materials labour charges etc complete. |
| 28 | Pipe laying and Inter connection |
| 29 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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 consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil (Ref. Item No. 2.10.1 of DSR) |
| 30 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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 consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :\"Ordinary Rock.(Ref. Item No. 2.13.1 of DSR) |
| 31 | Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009) |
| 32 | Engaging Coolie |
| 33 | Laying UPVC pipesof class 2 to class 6 andspecials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(excluding cost of pipes and specials).110 mm nominal outer dia pipes. |
| 34 | Supplying 100 mm GI Class B pipe at site. |
| 35 | Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 100 mm dia nominal bore Observed Data derived from item no.18.12 of DAR |
| 36 | Dismantling 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:Bituminous road |
| 37 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 38 | Taking connection from the existingPVCpipes of140mm dia with 110 mm dia PVC pipesincluding earth work excavation in all classes of soil for exposing the existing service mains cutting removing and jointing with suitable sizes of saddle piece, including cost and conveyanceetc and there after refilling the trenches after proper consolidation in layers as per specification including lighting watching fencing and providing caution boards etc complete as per direction of departmental officers. |
| 39 | Supply of PVC Pipe, 6kg/cm2, 110mm Dia. |
| 40 | Cost ofPVC Specials( @ 3% of Total cost of Pipe) |
| 41 | Cost ofGI specials 5% of the cost of pipe |
AI Tender Summary
Tender Timeline
Sep 02, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 14, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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