Construction Of Infiltration Well , Deepning Of Supply Well And Slotted Pipe Gallery At . Bhadurni Tal Mul
Tender Value
8.97 Lakhs
Estimated cost
Bid Submission
07 Sep 2019
0 days left
EMD
9000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mul → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Infiltration Well , Deepning Of Supply Well And Slotted Pipe Gallery At . Bhadurni Tal Mul
BOQ
| Name of Work: C/O INFILTRATION WELL , DEEPNING OF SUPPLY WELL AND SLOTTED PIPE GALLERY AT. BHADURNI TAL MUL | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Subwork :- DEEPNING OF SUPPLY WELL | |||
| 2 | 2 | Item No. 1 Desiiting the upply well in wet or dry condition including lift upto 10.50 m and lead upto 150 m as required beyond the work site .stacking ,spreading , including neccesary guarding etc comp. Lift 9.00 to 10.50 m | 28.26 | Cum | |
| 3 | 3 | Lift 10.50 to 12.00 m | 42.39 | Cum | |
| 4 | 4 | Item No. 2 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, Lift 12.00 to 13.50 m | 29.44 | Cum | |
| 5 | 5 | Lift 13.50 to 15.00 m | 29.44 | Cum | |
| 6 | 6 | Lift 15.00 to 16.50 m | 29.44 | Cum | |
| 7 | 7 | Lift 16.50 to 17.00 m | 9.81 | Cum | |
| 8 | 8 | Item No. 3 Dewatering the excavated trenches & pulls of water in building trenches area by using pumps & other devices including desposing of water as directed. | 600 | Bhp/Hr | |
| 9 | 9 | Sub work :- Infiltration well 3.00 m Dia. 5.00 m Depth | |||
| 10 | 10 | Item NO. 1 Excavation in general in soft material comprising of earth, soils of all types, sand, gravels, boulders, etc in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on river or dam sub mergence for initial lift of 0 to 1.5 M For Lift 0.00 to 1.50 m \n | 57.69 | Cum | |
| 11 | 11 | Lift 1.50 to 3.00 m | 35.62 | Cum | |
| 12 | 12 | Item No. 2 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on river or dam sub mergence for initial lift of 0 to 1.5 M For Lift 3.00 to 4.50 m\n | 29.44 | Cum | |
| 13 | 13 | Lift 4.50 to 5.00 m | 9.81 | Cum | |
| 14 | 14 | Item No. 3 Providing and laying insitu 1:2:4 (M-150) of C.C. of trap/granite/granite/quartzite/gneiss metal for foundation, including dewatering, form work, compacting dewatering, from work, compacting and curing etc, complete.\n | 1.21 | Cum | |
| 15 | 15 | Item No. 4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement). In RCC M 200 For Foundation Ring Beam | 1.81 | Cum | |
| 16 | 16 | For Vertical walls Lift 0.00 to 5.00 m | 12.46 | Cum | |
| 17 | 17 | For Slab & Landing Lift 0.00 to 5.00 m | 2.13 | Cum | |
| 18 | 18 | Item No. 5 Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) Tor Steel | 0.98 | MT | |
| 19 | 19 | Item No. 6 Providing and filling around the well boulders filling of selected variety and size of boulder including cost of all materials labour , transportation etc comp. with all lrads and lifts. | 36.93 | Cum | |
| 20 | 20 | Item No. 7 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. | 46.77 | Cum | |
| 21 | 21 | Item No. 8 Dewatering the excavated trenches & pulls of water in building trenches area by using pumps & other devices including desposing of water as directed. | 600 | Bhp/hr | |
| 22 | 22 | Item No. 9 Providing & fixing CI manhokle frame & cover size 0.90 x 0.60 m including transportation to site of work fixing all labour etc complete as directed by Engineer-in-charge | 50 | Kg | |
| 23 | 23 | Item No. 10 Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if requried). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engneer-in-charge, till the complection of work including dismantling coffer dam after complection of works and disposing off the material as directed by the Engineer-in-charge.\n | 28.13 | Cum | |
| 24 | 24 | Item No. 11 Providing and fixing 80 mm dia. A.C./PVC pipe weep holes at 1.5 m c/c staggered including cost of all materials and labour involved with all leads and lifts etc, comp. MJP DSR 2018-19 I.No.5 P.N. 238 | 6 | Rmt | |
| 25 | 25 | Item No. 12 Providing and supplying ISI mark C.I.D/F Non Return valve of following dia. Including all taxes such as GST in all respect inspection charges , unloading from railway wagon , loading into truck , transportation etc comp. 100 mm dia CID/F Non- Return Valve P.N. -1 | 1 | No | |
| 26 | 26 | Item No. 13 Lowering, laying and 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. 100 mm Dia. P.N. 1 | 1 | No | |
| 27 | 27 | Sub work :- SLOTTED PIPE GALLERY 450 MM DIA. L = 15.00 RMT | |||
| 28 | 28 | Item No.1 :- Excavation in general soft material comprising of soft soil, soft murrum, sand, hard murrum with boulders in wel or dry condition for head work i.e. intake well connecting pipe, jack well, pump house, supply well etc for lift 0 to 1.5 m. and | 104.58 | Cum | |
| 29 | 29 | Lift 1.5m. to 3.0 m. | 78.75 | Cum | |
| 30 | 30 | Item No.2 :- Excavation in general hard material comprising of soft rock , hard rock, etc in wel or dry condition for head work i.e. intake well connecting pipe, jack well, pump house, supply well etc for lift 3.00 to 4.5 m. | 56.25 | Cum | |
| 31 | 31 | Item No. 3 Dewatering the excavated trenches & pulls of water in building trenches area by using pumps & other devices including desposing of water as directed. | 600 | Bhp/Hr | |
| 32 | 32 | Item No.4 :- Providing at site of work ISI standard R.C.C. slotted pipes of NP3 class incuding cost of all Central and local taxes, Octroi, inspection, transportation etc... Complete including cost of RCC collor 450 mm dia. Slotted NP3 CL. | 15 | Rmt | |
| 33 | 33 | Item No.5 :- Lowering, laying and jointing RCC slotted pipes of following diameter including all leads and lifts, cost of jointing materials, labour, etc. Complete as directed by engineer in-charge. RCC collor 450 mm dia. Slotted NP3 CL. | 15 | Rmt | |
| 34 | 34 | Item No. 6 : Providing lowering laying and placing in position shrouding material for filter tank with all leads and lift involved including transportion of material to the site of work cleaning and washing of material and placing in postion with given section...as directed a) 40 mm gauge pebbles | 18.04 | Cum | |
| 35 | 35 | b) 12 mm to 20 mm gauge pebbles | 12.15 | Cum | |
| 36 | 36 | c) 6 mm to 12 mm gauge pebbles | 14.85 | Cum | |
| 37 | 37 | e) Fine sand from River | 45.15 | Cum | |
| 38 | 38 | Item No. 7 : Reflling the trenches with available excavated stuff with soft material, first over pipe line and then hard material in 5 cm. layer with all leads and lifts including consolidations surcharging etc. Complete. | 210 | Cum | |
| 39 | 39 | Item No.8 : Providing and laying PCC 1:2:4 including formwork, curring, compaction etc. ..... complete | 0.228 | Cum |
AI Tender Summary
Tender Timeline
Aug 31, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 09, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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