Deposit Workthalikulam Block Panchayath-Construction Of Well , Pump House And Distribution System For Meenkadavu Water Supply Scheme In Ward Ix Of Engandiyur Grama Panchayath Deposit Workthalikulam Block Panchayath-Construction Of Well , Pump House And Di
Tender Value
Ref. Documents
Estimated cost
Bid Submission
12 Jul 2022
0 days left
EMD
33600
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
engandiyur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Deposit Workthalikulam Block Panchayath-Construction Of Well , Pump House And Distribution System For Meenkadavu Water Supply Scheme In Ward Ix Of Engandiyur Grama Panchayath Deposit Workthalikulam Block Panchayath-Construction Of Well , Pump House And Distribution System For Meenkadavu Water Supply Scheme In Ward Ix Of Engandiyur Grama Panchayath
BOQ
| Sl. No. | Item Description |
| 1 | Construction of well |
| 2 | Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in all kinds ofsoil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5 m including neat banking.NEW DATA (Prepared based on PHED SDB - Item No.1090 & 1093 |
| 3 | Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) |
| 4 | Centering and shuttering including strutting, etc. and removal of form for:Well steining |
| 5 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 6 | od31943/2018_2019 :Sinking well upto 4.00 m dia below spring level in hard soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete.For 3.00m depth |
| 7 | :Sinking well upto 4.00 m dia below spring level in hard soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete.second depth( 3.00m to 4.5m) in or under water |
| 8 | Sinking well upto 4.00m dia below spring level in hard soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete.IIIrd depth in or under water |
| 9 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 10 | Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete |
| 11 | Pump House |
| 12 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with powerroller of minimum 8 tonnes anddressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil |
| 13 | 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) |
| 14 | Providing and laying in position specified grade of reinforced cement concrete, 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 |
| 15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). |
| 17 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 18 | Centering and shuttering including strutting, etc. and removal of form for: |
| 19 | Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 20 | Centering and shuttering including strutting, etc. and removal of form for: |
| 21 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 22 | 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. |
| 23 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 24 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 25 | Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement. |
| 26 | Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 27 | 15 mm cement plaster on the rough side of single or halfbrick wall of mix: |
| 28 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 29 | 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. |
| 30 | Distribution System |
| 31 | 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) |
| 32 | 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) |
| 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).63 mm nominal outer dia pipes. |
| 34 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore |
| 35 | Supply of uPVC Pipe, IS 4985:2000 , 8kg/cm2, 63mm Dia. |
| 36 | Cost of PVC Specials |
| 37 | :Providing 20mm (3/4 inch) Street Tap with from existing PVC / HDPE mains up to 110 mm dia., up to a length of 3.0m using 25mm ( 3/4 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. GM full way wheel valve, Bend/Elbow, MTA, Couplers, PVC Service Saddle of suitable size, Reducers, PVC Tap and Stand Post etc. and connecting with the mains, testing the joints etc. complete including lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers |
| 38 | Taking connection from existing line of size 50mm to 110mm using PVC specials including all earthwork excavation, refilling etc including cost of specials |
| 39 | Providing Centrifugal PumpSet |
| 40 | 1. Centrifugal pump set Supply, erection, testing and commissioning of KWA pre-qualified reputed make Centrifugal Pump sets 2.0 HP(with 2 year guarantee) with Bronze/SS impeller, SS shaft and CI pump casing with suitable type base plate with coupling, coupling guard foundation bolts & nuts etc. complete suitable for coupling the pump and motor above the base plate etc. complete including providing suitable concrete foundation including cost of cement sand and metal etc. complete. The duty condition is as follows. Discharge -5.0 lps Total head - 15.00 m Suction head - 6.00 m Length of Suction Pipe - 5.00 m 2. MOTOR Supply, erection, testing and commissioning of KWA pre-qualified reputed make Horizontal solid shaft foot mounted TEFC squirrel cage induction motor suitable for the above pump working 3 phase 50 Hz AC supply, working voltage 415 V/3300V (select the suitable). The motor shall confirm to EEFI/IS 325 including providing suitable concrete foundation including cost of cement sand and metal etc. complete For 3300V motors digital motor protection relay shall be included in starter as per present IE rules. Flexible coupling shall be used for coupling of pumps and motors. 3. STARTER Supply, erection, testing and commissioning of suitable rating (Fully Automatic starter with air break contact for less than 100 HP and for above 100 HP FCMA starters to be used.) starter suitbale for the above motor with over voltage and under voltage porotection, single phase preventer, over load relay with motor protection relay with main contactor and bypass contactor as per IE rules and code of practice etc.complete. 4. PANEL BOARD Supply, erection, testing and commissioning of cubical type floor mounted MS fabricated dust and vermin proof commoncontrol panel board consisting of 1 No. suitable capacity MCCB as incomer and 2 Nos of suitable capacity MCCB as out going (The two MCCBs are interlocking with each other) providing suitable size Aluminium bus bar inter connect the above MCCBs and filted with 3 Nos of indicator lamps, 1 No. volt meter with selector switch, 1 No. Ammeter with selector switch etc. Complete and provided with a common earth bus for the entire panel and inter connect with the MCCBs as per IE rules and code of practice. The panel shall be fitted on a common base frame on suitable foundation. 5. CABLING WORK Supply, laying, testing and commissioning of suitable size XLPE cables for the above pump set from panel board to starter and from starter to motor , considering energy conservation. 6. EARTHING Supply of all materials and providing suitable earthing by using suitable size pipe/plate earthing GI/copper strip buried in ground and giving double earthing to motor, starter, panel board etc. as per IE standards. 7. CAPACITOR Supply, erection, testing and commissioning of heavy duty APP capacitor for the motor to get a power factor above 0.95. The capacitor shall confirm to IS 2834 8. VALVES Supply of suitable size best quality heavy buty ISI marked CI double flanged sluice valve and Non return valve with suitbale pressure rating. Fitting of valves shall include proper RCC support especially for Non return valves, In case of positive suction pump set sluice valve should be in suction as well as delivery sides for easy repair works. 9. SUCTION AND DELIVERY PIPE CONNECTIONS Supply and fitting of suitable size best quality GI pipe of thickness not less than 8mm for a total length of 10m. Suitable for the above pump set and suitable size foot valve and connection the suction pipe and valve with suitable flanges, nut and bolts IR sheet etc. complete and connection the delivery side of the pump with the valves and suitable specials to connect with the pumping main. It the dia of suction pipe is above 80mm CI pipes & specials shall be provided. Supply of 10.0 Sq mm. additional cable beyond the initial supply of 10 m - 10.00 m Fabrication work on 80 mm GI pipe for connecting with the existing pumping main - 6.0m |
| 41 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall50 mm dia nominal bore |
| 42 | Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreVertical |
AI Tender Summary
Tender Timeline
Jul 05, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 12, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 15, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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