Improvement In Distribution System And Construction Of Water Tank At Chpri W S Scheme Tal.Shirol, Dist.Kolhapur.
Tender Value
4.19 Lakhs
Estimated cost
Bid Submission
31 Jan 2022
0 days left
EMD
4196
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
shirol → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement In Distribution System And Construction Of Water Tank At Chpri W S Scheme Tal.Shirol, Dist.Kolhapur.
BOQ
| Sl. No. | Item Description |
| 1 | SUB WORK NO 1:- Distribution System Providing, supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, fright charges, inspection charges, loading , unloading, conveying to the departmental stores /site and stacking the same in closed shed duly protected from sum rays and rains including cost of jointing material i.e. solvent cement (Selffit type to be jointed with cement solvent) etc. complete.A)75 mm dia.4 Kg/sqcm PVC pipe |
| 2 | B)90 mm dia.4 Kg/sqcm PVC pipe |
| 3 | Providing and supply ISI standared CI / PVC / GI /MS specials including all taxes (Central and local ) railway freingt, incurance, unloading from railway wagon, loading into turck, transport to departmental stores / site, unloading stacking etc., completeA) Up to 150mm.dia. |
| 4 | Providing CI D/F Sluice valves with jointing to pipe work (Including all hardware and packing), water works quality having non-rising spindle with hand wheel and without bypass arrangment, spindle of stainless steel as per requirement excluding C.C. foundation/ structural steel support. (1) Upto 300 mm.dia. conforming to IS 780 (20 Above 300 mm.dia. conforming to IS 2906 etc., complete.A) 65mm dia.Sluice Valve |
| 5 | B) 80mm dia.Sluice Valve |
| 6 | Excavation for foundation / pipe trenchesin earth soil of all types, sand and gravel and soft murum including removing the excavated material up to distance of 50m and lift as below stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding backfilling etc. complete lift 0 to 1.5m |
| 7 | Excavation for folundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material up a distance of 50m beyond the area and lift as below stacking and spreading as directed by Engineer-in-charge,normal dewatering,preparing the bed for foundation and excluding back-filling etc.complete Lift 0 to1.5m |
| 8 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonyfoundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below,stacking as directed by Engineer-in-charge, normaldewating, prepaiing the bed for foundation and excluding backfilling etc., complete. |
| 9 | Excavation for foundation / pipe trenches in hared rock and concrete road by chiselling, weding, line drilling by mechanical means or by all means other tan blasing inclduing trimming and levelling the bed, removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc., complete by all means. |
| 10 | Filling in plinth and floors murum bedding in trenches with approved murum form excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 11 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc., complete. |
| 12 | Lowering, laying and jointing PVC pipes and specials of flooowing class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing etc complete A)75 mm dia.4 Kg/sqcm PVC pipe |
| 13 | B)90mm dia.4 Kg/sqcm PVC pipe |
| 14 | Lowering, laying & jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. ( Rate for all class of valves) A) 65mm dia.Sluice Valve |
| 15 | B) 80mm dia.Sluice Valve |
| 16 | Provinding and laying in trenches 15 mm dia CPVC pipe including necessary excavation filling ,refilling trenches etc complete including removing existing pipe line if necessary conveying and stacking the same in chouky and directed by charge etc completeA) 15mm dia.CPVC pipe |
| 17 | Making cross connection to existing distribution main of any type including excavation , breaking and removing existing pipes,lowering,laying ofspecials and pipea in their position , refilling,closing thewater supply in that area,dewatering and restarting the water supply ,etc complete as directed by Engineer -in-charge for following diameters ofexisting pipeline, irrespective of diameter of branch line (The number ofjoints involved will be paid separately depending upon thenature ofjoints and required pipes,valves and specials will be supp;ied free of cost at stores)80mm dia |
| 18 | Sub Work No 2:- Platform With Sintex TankExcavation for foundation / pipe trenchesin earth soil of all types, sand and gravel and soft murum including removing the excavated material up to distance of 50m and lift as below stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding backfilling etc. completelift 0 to 1.5m |
| 19 | Excavation for folundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material up a distance of 50m beyond the area and lift as below stacking and spreading as directed by Engineer-in-charge,normal dewatering,preparing the bed for foundation and excluding back-filling etc.completeLift 0 to1.5m |
| 20 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonyfoundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below,stacking as directed by Engineer-in-charge, normaldewating, prepaiing the bed for foundation and excluding backfilling etc., complete. |
| 21 | Excavation for foundation / pipe trenches in hared rock and concrete road by chiselling, weding, line drilling by mechanical means or by all means other tan blasing inclduing trimming and levelling the bed, removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc., complete by all means. |
| 22 | Filling in plinth and floors murum bedding in trenches with approved murum form excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.A) Murum bedding |
| 23 | Providing and casting in situ C.C. of trap/ granite / quartzite / gneiss metal of approved quality for RCC work as per detailed by Engineer-In-Charge including normal dewatering, centering, formwork, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary and curing, etc.,complte PCC1;2;4 |
| 24 | Providing uncoursed rubble masonary of trap granite /quartzitin foundation and plinth of inner walls /in plinth of external walls including bailing out water manually striking out joints on unexposed faces and watering etc complete metal in cement morter 1:6 etc completeU.C. R. Masonry in CM 1:6 |
| 25 | Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, fottings, foundatin, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels pardied, copings, fins, arches, etc., as per detailed desings, drawing.M.S. Tor Steel |
| 26 | Providing and casting in situ C.C. of trap/ granite / quartzite / gneiss metal of approved quality for RCC work as per detailed by Engineer-In-Charge including normal dewatering, centering, formwork, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary and curing, etc., complete (By weigh batching and mix design for M-250 and M-300 only, Use of L & T, ACC Ambujka, Birla Gold, Manikgad, Rajashree, etc., cement is permitted, Excluding M.S.or Tor reinforcement )inRCC M-200 For Slab |
| 27 | Provinding ISI mark APVC Pipe of following class and diameter including all local and central charges octoi third party inspection charges transportation to store etc complete 20 mm dia APVC |
| 28 | Provinding ISI mark APVC Ball valve of following class and diameter including all local and central charges octoi third party inspection charges transportation to store etc complete 40 mm dia |
| 29 | Providing ISI mark C.I.Bib cock of following class & dia including all local and central taxes octroi, third party inspection charges transportation to stores etc., complete15mm dia.bib cock |
| 30 | Provinding and fixing HDPE container syntex or alike one piece moulded water tank made out of high density polythylene and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet ,outlet ,overflow pipe inclusiveof all tanks capacity between 1000 to20000 litresHDPE Container |
| 31 | add 12% GST |
AI Tender Summary
Tender Timeline
Jan 24, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 31, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 01, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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