Providing Dik7 Pipe Lines Of Various Size And Construction Of Sv Chambers At Dhuri District Sangrur Under Urban Mission
Tender Value
Ref. Documents
Estimated cost
Bid Submission
22 Jul 2020
0 days left
EMD
7.95 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
DHURI → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Dik7 Pipe Lines Of Various Size And Construction Of Sv Chambers At Dhuri District Sangrur Under Urban Mission
BOQ
| Name of Work: Providing DIK7 Pipe Lines of Various Size & Construction of SV Chambers at Dhuri District Sangrur (Under Urban Mission) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes refilling consolidation watering, including the cost of dewatering of rain water, diversin for traffic, night signals providing & fixing caution boards crossing over trenches for access to the houses,wathing, fancing etc, and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.\na) Earth work upto 1.5m depth for | BI01010001010000000000000515BI0100001101 | 22134 | Cum |
| 2 | 2 | Providing, Stringing out, cutting, jointing and testing of ISI marked DI pipe (S&S) as per IS-8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage\nDI pipe as per IS 8329 DI-K7 \ni) 100 mmi/d | BI01010001010000000000000515BI0100001102 | 23534 | mtr. |
| 3 | 3 | 150 mmi/d | BI01010001010000000000000515BI0100001103 | 5290 | mtr. |
| 4 | 4 | 200 mmi/d | BI01010001010000000000000515BI0100001104 | 300 | mtr. |
| 5 | 5 | Supplying & laying DI specials / fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-charge) class K-12 suitable for tyton joint with external bituman coating and inside cement mortar lining scaffolding tools and plants, ropes guys etc. complete in all respects.\n DI spls. Up to 300mm i/d | BI01010001010000000000000515BI0100001105 | 9783 | Kg. |
| 6 | 6 | Providing & fixing CI/DI Flanged end, stem of SS (AIS1410) abd Bronze (gunmetal) working parts sluice valves ISI marked 14846-20000, including jointing testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Ennigeer-in-charge). Class PN-1.6 as per ISI\n100 mmi/d | BI01010001010000000000000515BI0100001106 | 24 | Each |
| 7 | 7 | 150 mmi/d | BI01010001010000000000000515BI0100001107 | 5 | Each |
| 8 | 8 | Providing and fixing fire Hydrants with jointing including all carriage complete (without fire Hydrant surface box) size 80mm complete in all respect.\n(b) Fire hydrants SV type as per IS 909 | BI01010001010000000000000515BI0100001108 | 15 | Each |
| 9 | 9 | Const. of masonary SV chamber excluding sulice valve cover as per standard design & drawings of public health department.\nSize 0.6 x 0.6 mtr\n | BI01010001010000000000000515BI0100001109 | 29 | Each |
| 10 | 10 | Size 0.9 x 0.9 mtr | BI01010001010000000000000515BI0100001110 | 15 | Each |
| 11 | 11 | Bailing out water from the trenches for making new connections existing pipe lines including cleaning trimming and dressing the trenches to correct alignment and grade as regquired by the Engineer-in-charge \na) Connection with pipe line upto 300mm dia | BI01010001010000000000000515BI0100001111 | 50 | Each |
| 12 | 12 | Providing & Fixing cast Iron suface box for SV , FH including all carriages complete. | BI01010001010000000000000515BI0100001112 | 2952 | Kg. |
| 13 | 13 | Providing & fixing indicating plates for SV & fire hydrants | BI01010001010000000000000515BI0100001113 | 44 | Each |
| 14 | 14 | Providing & fixing of rubber gaskit/ring as per IS 5382/1952 for DI,/CI pipe for making tyton jointing complete including cartage\n100mmi/d | BI01010001010000000000000515BI0100001114 | 1100 | No. |
| 15 | 15 | 150mmi/d | BI01010001010000000000000515BI0100001115 | 331 | No. |
| 16 | 16 | 200mmi/d | BI01010001010000000000000515BI0100001116 | 19 | No. |
| 17 | 17 | Jointing of D.I Pipe and specials with rubber tyton joints fitted complete excluding the cost rubber gasket including testing etc complete in all respect. 100mmi/d | BI01010001010000000000000515BI0100001117 | 1100 | No. |
| 18 | 18 | 150mmi/d | BI01010001010000000000000515BI0100001118 | 331 | No. |
| 19 | 19 | 200mmi/d | BI01010001010000000000000515BI0100001119 | 19 | No. |
| 20 | 20 | Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in bulltup area where width of street/Lane from wall to wall is less than 3 meter including trimming and dressing sides leveling of beds of trenches to correct grade cutting joint holes, refilling consolidation, watering, including the cost of dewatering of rain water, diversion for traffic, night signals, Providing & fixing caution boards, watching, fencing etc. and removal of surplus soil from the site upto 15mtr. distance complete in all respects. | BI01010001010000000000000515BI0100001120 | 4700 | Cum |
| 21 | 21 | Providing and laying jointing, fixing, dtesting ISI Marked G.I Pipe (as per iS 1239) B-Class premium make such as (Jindal Hisar) including cost of Specials such as tees, bends, sockets eblow etc, cudtting thereding and testing in trenches in the ground complete. \n15mm i/d | BI01010001010000000000000515BI0100001121 | 10000 | mtr. |
| 22 | 22 | Providing ISI Marked G.M ferrule as per IS: 2692, drilling and tapping cast inron pipe lines of all siametres and screwing in ferrule ands connections complete in all respect.\n15mm i/d Ferrule Medium duty | BI01010001010000000000000515BI0100001122 | 2000 | Each |
| 23 | 23 | Providing fixing and jointing G.I Union couplings ( of approved make with the approval of EIC) as per IS 1879 in G.I. pipe lines complete in all respect.\na) 15mm i/d G.I. Union | BI01010001010000000000000515BI0100001123 | 2000 | Each |
| 24 | 24 | Less Difference of cost of cement in bags | BI01010001010000000000000515BI0100001124 | 116 | bags |
| 25 | 25 | Less for difference of bricks Distt. Sangrur | BI01010001010000000000000515BI0100001125 | 15629 | 1000 nos |
| 26 | 26 | Less difference of coarse sand | BI01010001010000000000000515BI0100001126 | 1.71 | Cum |
| 27 | 27 | Less difference of bajri 12mm | BI01010001010000000000000515BI0100001127 | 3 | Cum |
| 28 | 28 | Less difference of bajri 40mm | BI01010001010000000000000515BI0100001128 | 12 | Cum |
| 29 | 29 | Carrige of material i.e. sand & bajri (Lead 230 Km) Damtal | BI01010001010000000000000515BI0100001129 | 16.71 | Cum |
| 30 | 30 | Dismantling of bituminous courses of flexible pavements by mechanical means and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per echnical clause 202 of MORT&H specifications | BI01010001010000000000000515BI0100001130 | 932 | cum |
| 31 | 31 | Dismantling brick or flagged stone flooring without concrete base. | BI01010001010000000000000515BI0100001131 | 4660 | sqm |
| 32 | 32 | Dismantling Interloking Paver | BI01010001010000000000000515BI0100001132 | 9320 | sqm |
| 33 | 33 | Dismantling concrete or Precast concrete:- Lime concrete, cement concrete 1:6:12 /1:8:16 | BI01010001010000000000000515BI0100001133 | 233 | cum |
| 34 | 34 | plain 1:2:4 Cement concrete | BI01010001010000000000000515BI0100001134 | 233 | cum |
| 35 | 35 | Dry brick on edge paving sand grouted over 50mm thick rammed brick aggregate 40mm gauge. | BI01010001010000000000000515BI0100001135 | 4660 | sqm |
| 36 | 36 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Light Traffic Areas such as Pedestrian plazas, shopping complexes, ramps, car parks, office driveways, housing colonies, office complexes, rural roads with low volume traffic, farm houses, beach sites, tourist resorts, local authority footways, residential roads, etc. at Labour rate | BI01010001010000000000000515BI0100001136 | 9320 | Sqmt |
AI Tender Summary
Tender Timeline
Jun 30, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 23, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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