Proposed Construction Of Under Ground Drainage Line Work From Pardeshi Aaali To Vhaval Hardware Shop At Ward No17 Chakan
Tender Value
2.72 Lakhs
Estimated cost
Bid Submission
23 Aug 2019
0 days left
EMD
2720
Bank guarantee accepted
Document Fee
1100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chakan → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Proposed Construction Of Under Ground Drainage Line Work From Pardeshi Aaali To Vhaval Hardware Shop At Ward No17 Chakan
BOQ
| Name of Work : - Proposed Construction Of Under Ground Drainage Line Work From Pardeshi Aaali To Vhaval Hardware Shop,At Ward No.20,Chakan. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Lift 0-1.5M) | BI01010001010000000000000515BI0100001113 | 31.87 | CU.M |
| 2 | 1.02 | Excavation for foundation / pipe trenches by all means in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer- in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Lift 0-1.5M) | BI01010001010000000000000515BI0100001114 | 53.12 | CU.M |
| 3 | 1.03 | Excavation for foundation / pipe trenches by all means in hard Roc kincluding removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer- in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Lift 0-1.5M) | BI01010001010000000000000515BI0100001115 | 84.99 | CU.M |
| 4 | 1.04 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all statutory duties and taxes such as GSt levied by GoI and GoM in all respect, inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete. As per IS 458-1988 Note: One collar should supplied with each full length plain ended RCC pipe, cost including in the rate below. one rubber Ring should be supplied with each full length of socketed pipe, cost included in rate below (Rubber Joint)R.C.C. 250 mm dia. NP II | BI01010001010000000000000515BI0100001116 | 160 | RMT |
| 5 | 1.05 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (For all class of Pipe)R.C.C. 250 mm dia. NP II | BI01010001010000000000000515BI0100001117 | 160 | RMT |
| 6 | 1.06 | Hydraulic Testing of RCC pipe line to specified pressure including cost of all material and labours and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test special gauges and special and other necessary equipments, labour , operation charges etc. required for testing. the rate under this item shall also include cost of retesting if necessary and reinstallation to original position.R.C.C. 250 mm dia. NP II | BI01010001010000000000000515BI0100001118 | 0.16 | KM |
| 7 | 1.07 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated material from foundation 15 cm to 20 cm layers including watering and compaction complete. | BI01010001010000000000000515BI0100001119 | 20.4 | CU.M |
| 8 | 1.08 | Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.2 M dia. Bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineer-in-charge.Rebate for every decrease in depth of 50 cm or part thereof (i.e. 2*2849) | BI01010001010000000000000515BI0100001120 | 9 | NOS |
| 9 | 1.09 | 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. | BI01010001010000000000000515BI0100001121 | 139.55 | Sq.M. |
| 10 | 1.1 | Disposing of Excavated Material including loading, unloading & stacking for 2 K.M. lead etc. complete | BI01010001010000000000000515BI0100001122 | 10.03 | CU.M |
| 11 | 1.11 | Add 12% GST | BI01010001010000000000000515BI0100001123 | 1 | Nos |
AI Tender Summary
Tender Timeline
Aug 08, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 23, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 26, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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