Tender For Pipe Laying Hdpe Work At Ram Krishna Colony Jogi Babar Mandir With Inter Connection And Shifting Work At Several Spot Of Liluah Including Supplying Of All Requisite Materials At Ward No 30 33 34 35 Under Bally Municipality
Tender Value
7.81 Lakhs
Estimated cost
Bid Submission
24 Nov 2023
0 days left
EMD
15621
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bally → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
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Project Description
Tender For Pipe Laying Hdpe Work At Ram Krishna Colony Jogi Babar Mandir With Inter Connection And Shifting Work At Several Spot Of Liluah Including Supplying Of All Requisite Materials At Ward No 30 33 34 35 Under Bally Municipality
BOQ
| Sl. No. | Item Description |
| 1 | Pipe Laying (HDPE) work at Ram krishna Colony ,Jogi Babar Mandir with Inter-connection & Shifting work at several spot of Liluah, including supplying of all requisite materials at Ward No-30,33,34 & 35 under Bally Municipality. |
| 2 | Cutting & picking up existing metalled black top portion of road surface to an average depth of 300 mm by using Jack hammer with all necessary tooland plant including reening the serviceable materials & stacking within a lead of 75 mtr. all complete as per direction of the Engineer-in- Charge. [UD & MA Deptt. Water SupplyWorks -2018-19; Page-2;Item-1.5]i) Several Spot of Ram Krishna Colonyiii) Several Spot ofBelgachia Roadiv) Tripura Road Beyai Para |
| 3 | Dismantling all types of plain cement concrete works,stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. Upto 150 mm thick. Location:-[PWD Bldg.WC(ii)1.11.2017 , P-10, Item-2]i) Several Spot of Ram Krishna Colonyiii) Several Spot ofBelgachia Roadiv) Tripura Road Beyai Parav) Belgachia road Jogi Babar Mandir |
| 4 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75. as directed. The item includes necessary trimming thesides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. [Page-1, It-2, PWD, WC-II (B) 1.11.2017]a) Depth upto 1.50 m:i) Several Spot of Ram Krishna Colonyiii) Several Spot ofBelgachia Roadiv) Tripura Road Beyai Parav) Belgachia road Jogi Babar Mandir |
| 5 | b) Beyond 1.5 M to 3.0 M below G.L.i) Several Spot of Ram Krishna Colonyiii) Several Spot ofBelgachia Roadiv) Tripura Road Beyai Para |
| 6 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.)(This item should be executed on specific direction of the Enginner in charge). [PWD(B), WC-II,1.11.2017, Page-3, It-6(a) & (b)]a) Depth upto 1.5 Mi) Several Spot of Ram Krishna Colonyiii) Several Spot ofBelgachia Roadiv) Tripura Road Beyai Para |
| 7 | b) Depth beyond 1.5 M & upto 3 Mi) Several Spot of Ram Krishna Colonyiii) Several Spot ofBelgachia Roadiv) Tripura Road Beyai Para |
| 8 | Hire and labour charges for 100 mm dia bamboo railing on Jhau/Eucalyptus post 1.40 m above G.L and 0.60 m below G.L tied strongly with bamboo railing with coir rope, digging holes for posts in any sort of soil or concrete surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer- in- charge after removing the barricade. (Cost of restoration to be paid separately) (a) 100 mm. dia bamboo railing and 150 mm. dia.Jhaubullah/Eucalyptus posts @ 1.80 m. apart ii)Railing with 3 rows. [PWD (B), WC-II, 1.11.2017, Page-269, It-2 (ii) ]i) Several Spot of Ram Krishna Colonyiii) Several Spot ofBelgachia Roadiv) Tripura Road Beyai Para |
| 9 | Supply only H.D.P.E pipeConforming to I.S-4984/1985 .P.E-63:110 Dia [PWDS & P,-1.11.2017, P-19 , Item-20] 100 Dia |
| 10 | Lowering and jointing labour charges for laying and jointing of 4984.P.E-100 90 mm dia [PWd S & P,-1.11.2017, P-11 , Item-18(B)]100 Dia |
| 11 | Cutting of C.l/D.I pipes for fitting with pipes and-or specials of similar or dissimilar materials at the time of laying without damaging any part of the required length including taking out of the broken pieces from the trench and restacking the same at the specified location as per direction of the Engineer-in-Charge. [Ref.: Rates of different dia to be followed fromUD & MA Deptt. Water SupplyWorks -2018-19 ,Page-10, It.-2.1.7] Total- 100 Dia |
| 12 | Total- 150 Dia |
| 13 | Total- 250 Dia |
| 14 | Dewatering by pumps including all leads, lifts and making all arrangements of disposal. where continuous flow of water from a source other thannatural or ground water is encountered in case of emergency maintenance works related to leakage. breakage and making wet connections.[Note ;-In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor][Ref.UD & MA Deptt. Water SupplyWorks -2018-19, Pg.-27, It-7.2]i) |
| 15 | Hire & labour charges for diesel generating set for lighting including fuel, 300M wire, 11 points with 200 Watt bulb with post for hanging & maintaining the same for day & night for the period.[Ref. UD &MA (W.S.W) 2018-19, Pg.-4, It-1.13] |
| 16 | Centrifugally cast (spun) Ductile Iron Pressure pipes for water, gas and sewage conforming to I.S. 8329-2000 with cement mortar lining (inside) and bituminous coating (outside).( class-K7 )[Rate approved by Engineer-in-Chief , PHE Deptt. Vide memo no:- 3770/3/RS Dated : 05/07/2022 ]ii)150DiaTotal 150 Dia: |
| 17 | iii) 100DiaTotal 100 Dia: |
| 18 | All types of CI specials(Viz. Bend,Tee,Taper,Tail piece,Collar,Bell mouth with Puddle collar etc. size conforming to IS specification 1538: 1993.a) Socket and Spigot endedii) 80 mm to 300 mm Plain end Tee- [Ref: UD & M.A.(W.S.),2018-19, Pg-45, Item-8.1]150x100 Plain End Tee- @ 35.00 Kg250x150 Plain End Tee- @ 90.10 Kg250x100 Plain End Tee- @ 84.20Kg100x100 Plain End Tee- @ 19.70Kg100 dia 90deg. Plain end Bend- @ 10.6 Kg |
| 19 | Supplying, fitting and fixing of C.I. Mechanical Compression Long Sleeve Collar Coupling (popularly known as Cut-N-Repair Coupling) suitable for jointing C.I. Spun Pipes (as per IS: 1536) and D.I. Pipes (as per IS: 8329) withBS:1211 BS:1211 Class-B Class-B Pipes. The Couplings Couplings will be supplied supplied complete complete with Sealing Sealing Rubber Gasket of EPDM quality (IS:5382/1985 Type-4), Cast Iron Follower Glands and Mild Steel (Zinc Coated) Nut Bolts . The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS: 1538. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition.[Ref: UD & MA Deptt. Water SupplyWorks -2018-19; Page-33;Item-7.21] i) 100DiaTotal :100 Dia |
| 20 | i) 150DiaTotal :150 Dia |
| 21 | ii) 250DiaTotal :250 Dia |
| 22 | Shifting house connection or stand post connection from existing main to new main after excavation through any kind of soil and road materials up to required depth. dismantling existing ferrule with all fittings. plugging hole of old main with G.I. plug. drilling and tapping the new main. refixing theferruleon the new main with serviceable old G.I pipes and other specials (New G.l. pipes and other specials. if required to be installed shall be paid extra) and back filling the trench with excavated materials all complete as per specification and direction of the Engineer- in-Charge.[Ref: UD & MA Deptt. Water SupplyWorks -2018-19; Page-21 ;Item-3.7]i) Near Shitala bari |
| 23 | Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials,jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately)[Ref.: P.W.D. (S&P), WC-II, 1.11.2017, Page-3, It-2 ]a) 20 mm dia Medium qualityTotal : 20 mm dia. Medium quality |
| 24 | b) 15 mm dia. Medium quality Total : 15 mm dia. Medium quality |
| 25 | Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm. [Ref.: P.W.D. (S & P), WC-II, 1.11.2017, Page-7, It-7 (g)]a) 15 mm At several spots: Total |
| 26 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)[ UD & MA, Water Supply-2018-19 , Page-2, It-1.3) i) Several Spot of Ram Krishna Colonyiii) Several Spot ofBelgachia Roadiv) Tripura Road Beyai Parav) Belgachia road Jogi Babar Mandir |
| 27 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis ofmeasurement of finished quantity of work)(a) With earth obtained from excavation of foundation N.B:- Item-1+Item-2+ Item-3(a & b) - Item-17[Ref: P.W.D. (Bldg.) W.C.II, 1.11.2017, Page-1, It.-3(a)] |
| 28 | Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. [UD & MA, Water supply - 2018-19; Page- 5 ;Item-1.18 ]i) Several Spot of Ram Krishna Colony iii) Several Spot ofBelgachia Road iv) Tripura Road Beyai Para v) Belgachia road Jogi Babar Mandir |
| 29 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.[Ref.: PWD (B), W.C.-II, 1.11.2017, Pg-14, It-1]i) Several Spot of Ram Krishna Colony iii) Several Spot ofBelgachia Road iv) Tripura Road Beyai Para v) Belgachia road Jogi Babar Mandir |
| 30 | Supply of Cost iron double flanged manually operated sluice valves generally conforming to IS 14846 : 2000, having four faces and spindle nut of gunmetal. inside screw non- rising type quality gunmetal /AISI 410 spindle: seat tested to 10kg/CM² and body tested to 15kg/CM², flanges flat faced and drilled to 1.S.: 1538 : 1993. Painted black all over with asphalt basepaint. Valves tested by closed end method . [Ref.: UD & MA Deptt. Water Supply Works -2018-19, Pg-48, It-8.6 & 8.7]100 Dia |
| 31 | Lowering,fitting and fixing of all types of valves in proper position and alignment using chain pulley block or crane (for diameter above 250 mm) by providing temporary support, as required, gaskets nuts & bolts etc. all complete as per specification and direction of all E-I-C .The rate includes cost of flange joints [UD & MA Deptt. Water Supply Works -2018-19; Page-18;Item-2.4.1] 100 mm dia. |
| 32 | Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified i) 80 mm to 150 mm dia pipe SoR PHED - 3.11.2021 Page- L 21 to L 22Item-14For ZONE-I |
| 33 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion [PWD(B), WC-II,1.11.2017, Page-23, It-1(a) |
AI Tender Summary
Tender Timeline
Nov 08, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedNov 24, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 28, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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