Construction Of 30000 Litres Oht , Pumproom In Mennalur Village At Mennalur Panchayat Uthiramerur Block In Kanchipuram District For The Year 2020-21
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Bid Submission
07 Dec 2020
0 days left
EMD
15580
Bank guarantee accepted
Document Fee
15.58 Lakhs
Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Uthiramerur → Tamil Nadu
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Not Available
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Not Available
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Project Description
Construction Of 30000 Litres Oht , Pumproom In Mennalur Village At Mennalur Panchayat Uthiramerur Block In Kanchipuram District For The Year 2020-21
BOQ
| Name of the work : Constrtuion of 30000 Litres OHT & Pumproom IN Mennalur Village At Mennalur Panchayat Uthiramerur block in kanchipuram District for the year 2020-21 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of PUMPROOM | BI01010001010000000000000515BI0100001250 | ||
| 2 | 2 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers | BI01010001010000000000000515BI0100001251 | 6.49 | m3 |
| 3 | 3 | Levelling course with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the TWAD Board Officers. | BI01010001010000000000000515BI0100001252 | 1.28 | m3 |
| 4 | 4 | Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete | BI01010001010000000000000515BI0100001253 | 2.89 | m3 |
| 5 | 5 | Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001254 | 0.93 | m3 |
| 6 | 6 | Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75\" X 4.25\" X 2.00\" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001255 | ||
| 7 | 7 | For foundation and basement | BI01010001010000000000000515BI0100001256 | 4.23 | m3 |
| 8 | 8 | For super structure | BI01010001010000000000000515BI0100001257 | 3.39 | m3 |
| 9 | 9 | Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001258 | 1.2 | m3 |
| 10 | 10 | Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978. | BI01010001010000000000000515BI0100001259 | 5.31 | m2 |
| 11 | 11 | Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001260 | 38.5 | m2 |
| 12 | 12 | Special ceiling plastering for RCC Slab with C.M.1:3(One part of cement and Three parts of sand) 10mm thickover RCC surface including labour charges for mixing finishingand curing etc., complete as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001261 | 4.92 | m2 |
| 13 | 13 | Flooring in C C 1:4:8 (one cement ,four sand and eight HBS) 10 cm thick using 40mm HBS metal and top finished with Cement mortar 1:3 (one cement and three sand) 12 mm thick including labour charges for mixing,finishing and curing etc. complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001262 | 1.93 | m2 |
| 14 | 14 | Supply and fixing of MS door (Single leaf) of sizes 1.00 x 2.00m in MS angle 50 x 50 x 4mm and MS flat 35 x 6mm with MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locing arrangements including two coats of approved enamel painting over one coat of primer | BI01010001010000000000000515BI0100001263 | 1 | No. |
| 15 | 15 | Supply, fabricating and fixing in position of RTS rods including cost of steel and binding wire etc., complete. | BI01010001010000000000000515BI0100001264 | 0.41 | Qtl. |
| 16 | 16 | Supply and fixing of RCC box type jolly of size 0.6 x 0.45 m | BI01010001010000000000000515BI0100001265 | 1 | No. |
| 17 | 17 | Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departm | BI01010001010000000000000515BI0100001266 | 38.66 | m2 |
| 18 | 18 | White washing two coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc., complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001267 | 4.52 | m2 |
| 19 | 19 | Provision for writing TWAD Board emblem and scheme details on the side wall of the pump room | BI01010001010000000000000515BI0100001269 | 1.5 | m2 |
| 20 | 20 | Provision of lock and key for pump room and OHT ladder | BI01010001010000000000000515BI0100001270 | 2 | nos |
| 21 | 21 | Construction of OHT 30000Lit Capacity 12 m staging height | BI01010001010000000000000515BI0100001271 | ||
| 22 | 22 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by departmental officers - First depth of 2m From 0 to 2 m below GL | BI01010001010000000000000515BI0100001272 | 58.55 | cum |
| 23 | 23 | In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B - Second depth of 2m From 2m to 4 m below GL | BI01010001010000000000000515BI0100001273 | 13.12 | cum |
| 24 | 24 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers | BI01010001010000000000000515BI0100001274 | 8.75 | cum |
| 25 | 25 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the departmental Officers. | BI01010001010000000000000515BI0100001275 | 4.37 | cum |
| 26 | 26 | Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the departmental Officers. | BI01010001010000000000000515BI0100001276 | ||
| 27 | 27 | Below 1.5m from GL | BI01010001010000000000000515BI0100001277 | 13.52 | cum |
| 28 | 28 | 0m to 1.50m below GL | BI01010001010000000000000515BI0100001278 | 1.75 | cum |
| 29 | 29 | 0m to 4.50m above GL | BI01010001010000000000000515BI0100001279 | 2.83 | cum |
| 30 | 30 | 4.50 m to 7.32 m above GL | BI01010001010000000000000515BI0100001280 | 2.22 | cum |
| 31 | 31 | 7.32 m to 10.98 m above GL | BI01010001010000000000000515BI0100001281 | 2.53 | cum |
| 32 | 32 | 10.98 m to 14.64 m above GL | BI01010001010000000000000515BI0100001282 | 11.4 | cum |
| 33 | 33 | 14.64 m to 18.30 m above GL | BI01010001010000000000000515BI0100001283 | 3.09 | cum |
| 34 | 34 | Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the departmental Officers. | BI01010001010000000000000515BI0100001284 | ||
| 35 | 35 | Plain Surface | BI01010001010000000000000515BI0100001285 | ||
| 36 | 36 | Below GL | BI01010001010000000000000515BI0100001286 | 19.94 | sqm |
| 37 | 37 | From GL to 3.30m | BI01010001010000000000000515BI0100001287 | 25.92 | sqm |
| 38 | 38 | From 5.30m to 6.30m above GL | BI01010001010000000000000515BI0100001288 | 11.91 | sqm |
| 39 | 39 | From 8.31m to 9.30m above GL | BI01010001010000000000000515BI0100001289 | 11.91 | sqm |
| 40 | 40 | From 11.30m to 12.30m | BI01010001010000000000000515BI0100001290 | 40.03 | sqm |
| 41 | 41 | Square Column: | BI01010001010000000000000515BI0100001291 | ||
| 42 | 42 | Square Column Below GL and upto 3.30m above GL | BI01010001010000000000000515BI0100001292 | 21.42 | sqm |
| 43 | 43 | 3.31m to 4.30m ht | BI01010001010000000000000515BI0100001293 | 4.08 | sqm |
| 44 | 44 | 4.30m to 5.30m ht | BI01010001010000000000000515BI0100001294 | 4.8 | sqm |
| 45 | 45 | 5.30m to 6.30m ht | BI01010001010000000000000515BI0100001295 | 3.99 | sqm |
| 46 | 46 | 6.30m to 7.30m ht | BI01010001010000000000000515BI0100001296 | 4.8 | sqm |
| 47 | 47 | 7.30m to 8.30m ht | BI01010001010000000000000515BI0100001297 | 4.8 | sqm |
| 48 | 48 | 8.30m to 9.30m ht | BI01010001010000000000000515BI0100001298 | 3.99 | sqm |
| 49 | 49 | 9.30m to 10.30m ht | BI01010001010000000000000515BI0100001299 | 4.8 | sqm |
| 50 | 50 | 10.30m to 11.30m ht | BI01010001010000000000000515BI0100001300 | 4.8 | sqm |
| 51 | 51 | 11.30m to 12.30m ht | BI01010001010000000000000515BI0100001301 | 0.72 | sqm |
| 52 | 52 | Curved Surface - upto 3.30m ht. | BI01010001010000000000000515BI0100001302 | ||
| 53 | 53 | 11.30m to 12.30m | BI01010001010000000000000515BI0100001303 | 2.48 | sqm |
| 54 | 54 | 12.30m to 13.30m | BI01010001010000000000000515BI0100001304 | 26.2 | sqm |
| 55 | 55 | 13.30m to 14.30m | BI01010001010000000000000515BI0100001305 | 26.2 | sqm |
| 56 | 56 | 14.30m to 15.30m | BI01010001010000000000000515BI0100001306 | 26.86 | sqm |
| 57 | 57 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the departmental officers. | BI01010001010000000000000515BI0100001307 | 51.03 | Qt |
| 58 | 58 | Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the departmental officers. | BI01010001010000000000000515BI0100001308 | 166.57 | sqm |
| 59 | 59 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by departmental officers. | BI01010001010000000000000515BI0100001309 | 1 | Nos |
| 60 | 60 | Providing and fixing RCC inner access ladder inRCC 1 : 11 / 2.\:3 (one cemnt, one and half sand and three agggregate) using 20 mm HGB stone for OHT including cost of reinforcement placing grill in position, centring, shuttering charges, mixing concrete curing etc., to required height and clear width of 45cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25 mm x 25 mm etc., complete and as directed by the departmental officers | BI01010001010000000000000515BI0100001310 | 1 | Nos |
| 61 | 61 | Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by departmental officers | BI01010001010000000000000515BI0100001311 | 2 | Nos |
| 62 | 62 | Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by departmental Officers. | BI01010001010000000000000515BI0100001312 | 1 | Nos |
| 63 | 63 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by departmental officers | BI01010001010000000000000515BI0100001313 | 1 | Nos |
| 64 | 64 | Painting TWAD Board emblem on the SR with enamel paint as per Board's specification and as directed by TWAD Board officers | BI01010001010000000000000515BI0100001314 | 2 | sqm |
| 65 | 65 | Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below. | BI01010001010000000000000515BI0100001315 | ||
| 66 | 66 | 65mm GI pipes for inlet connection | BI01010001010000000000000515BI0100001316 | 18 | m |
| 67 | 67 | 65mm GI pipes for over flow & rain water harvesting pipe | BI01010001010000000000000515BI0100001317 | 16 | m |
| 68 | 68 | 50mm GI pipes for scour pipe | BI01010001010000000000000515BI0100001318 | 13 | Nos |
| 69 | 69 | 65mm GI pipe for delivery pipe | BI01010001010000000000000515BI0100001319 | 13 | Nos |
| 70 | 70 | 90mm PVC Threaded coupler | BI01010001010000000000000515BI0100001320 | 1 | Nos |
| 71 | 71 | 63mm PVC Threaded coupler | BI01010001010000000000000515BI0100001321 | 2 | Nos |
| 72 | 72 | 65mm dia GI Tee | BI01010001010000000000000515BI0100001322 | 2 | Nos |
| 73 | 73 | 65mm dia GI bend 90 | BI01010001010000000000000515BI0100001323 | 5 | Nos |
| 74 | 74 | 65mm dia GI bend (short) | BI01010001010000000000000515BI0100001324 | 1 | Nos |
| 75 | 75 | 65mm GI coupler | BI01010001010000000000000515BI0100001325 | 5 | Nos |
| 76 | 76 | 65mm GI union | BI01010001010000000000000515BI0100001326 | 2 | Nos |
| 77 | 77 | 65mm GI Elbow | BI01010001010000000000000515BI0100001327 | 1 | Nos |
| 78 | 78 | 50mm GI union | BI01010001010000000000000515BI0100001328 | 2 | Nos |
| 79 | 79 | 50mm GI Elbow | BI01010001010000000000000515BI0100001329 | 1 | Nos |
| 80 | 80 | 65mm GI Tee | BI01010001010000000000000515BI0100001330 | 2 | Nos |
| 81 | 81 | 65x50mm GI reducer | BI01010001010000000000000515BI0100001331 | 1 | Nos |
| 82 | 82 | 75mmx63mm PVC reducer | BI01010001010000000000000515BI0100001332 | 2 | Nos |
| 83 | 83 | 65mm GM gate valve | BI01010001010000000000000515BI0100001333 | 2 | Nos |
| 84 | 84 | 50mm GM gate valve | BI01010001010000000000000515BI0100001334 | 1 | Nos |
| 85 | 85 | 63 mm PVC 4Ksc Pipe | BI01010001010000000000000515BI0100001335 | 6 | m |
| 86 | 86 | Refilling the foundation with excavated earth including consolidation as directed by the departmental officers | BI01010001010000000000000515BI0100001336 | 43.54 | Cum |
| 87 | 87 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling. | BI01010001010000000000000515BI0100001337 | 1 | No |
| 88 | 88 | Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by departmental officers | BI01010001010000000000000515BI0100001338 | 1 | No |
| 89 | 89 | Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by departmental officers | BI01010001010000000000000515BI0100001339 | 4 | No |
| 90 | 90 | GST Amount for providing Service to Government Contract Works for the above Construction Works.\n { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n | BI01010001010000000000000515BI0100001340 | 1 | GST Amount \n (in Rupees) |
AI Tender Summary
Tender Timeline
Dec 02, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 07, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 07, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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