Improvement/Upgradation Of Existing Borewell Irrigation System Including Construction Of Platform For Water Storage Tank At Public Park Kunzer , Tangmarg
Tender Value
6.54 Lakhs
Estimated cost
Bid Submission
29 Sep 2020
0 days left
EMD
13080
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
FOR site → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement/Upgradation Of Existing Borewell Irrigation System Including Construction Of Platform For Water Storage Tank At Public Park Kunzer , Tangmarg
BOQ
| Name of Work: Improvement /upgradation to existing Borewell Irrigation system including construction of platform for water storage tank at public park Kunzer. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by manual means in trenches for foundation,drains,pipes,cables etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and like not exceeding 10 sqm on plan ,depth upto 1.5mtr including disposal of excavated earth upto 1mtr from cutting edge, disposed earth is to be leveled and neatly dressed in all kinds of soil. | BI01010001010000000000000515BI0100001112 | 9.34 | cum |
| 2 | 2 | Providing and laying of stone soling hand packed tightly including watering and ramming with all leads and lifts upto site of work complete. | BI01010001010000000000000515BI0100001116 | 1.98 | cum |
| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level 1:4:8 (1 Cement :4 coarse sand : 8 graded stone aggregate 40mm nominal size ) including cost and carriages of materials as involved complete(crushed) | BI01010001010000000000000515BI0100001117 | 3.12 | Cum |
| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level 1:3:6 (1 Cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size ) including cost and carriages of materials as involved manually/mechanically to site of work (crushed) | BI01010001010000000000000515BI0100001119 | 17.09 | cum |
| 5 | 5 | Cement concrete flooring 1:2:4 (I cement :2 coarse sand :4 graded stone aggregate)finished with a floating cost of neat cement including cement slurry, but excluding the cost of nosing steps etc complete 50 thick with 20mm nominal size stone crushed. | BI01010001010000000000000515BI0100001120 | 7.52 | Sqmt |
| 6 | 6 | Centering and shuttering including straightening propping etc. and removal of form work all complete . | BI01010001010000000000000515BI0100001121 | 49.43 | Sqmt |
| 7 | 7 | Supply and filling nallah muck ,GSB , boulder etc in position all complete including consolidation and proper levelling. . | 5.43 | cum | |
| 8 | 8 | Structural steel work welded in built up sections, and framed work including cutting , hoisting , fixing in position and applying coat of approved steel primer including all carriages from source to site of work. | 1023.1 | Kg | |
| 9 | 9 | P/F of track deck crill make or equalient H.I rib profiled sheets 1000 to 1020mm cover width 28.35 mm high crests to 250 to 255mm ( TCT total coated thickness) high tensile SMP galvalune steel. The sheets shall have wide panes with 3 No. stiffing ribs,effective water schedule and special Male/Female ends with full return legs on side laps for pulins support and anti capillary flute inside lapp. The sheets shall a hot dip metallic coated of zinc and aluminum ( 150gms/Sm)zinc/alu coating mass total on both side AZ-150 as IS-1397,550 PMA yield,stress providing silicon modified polyester coating of approved colour of total thickness of 35 micron comprising 20mm micron primer coats on both surface including side endlap and using 8mm galvalume hex self drilling fastener on each crest of sheet for connection with purlins and seem bolts at 300mm centers on all side and end lapps etc( measured for unit of laid area)0.50mm thick. | 32.5 | sqmt | |
| 10 | 10 | As per item No. 9 above for plain 0.50mm total thickness and 450mm wide (SMP coated galvalume steel of similar material for ridge capping pieces including notching,turming down of edges of capping between ribs etc complete . | 5 | Rm | |
| 11 | 11 | Providing/fixing of colour coated readymade eaves boarding of matching shade with roofing,design as directed including all carriages etc . | 20 | Rm | |
| 12 | 12 | Providing and placing on terrace (at all floor levels) triple layer polyethylene water storage tank ISI:12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for Intel outlet and overflow pipes but without fittings and the base support for tank(Sintex electro plast , Star Lotus or equivalent having valid ISI license) complete in all respects. | 6000 | Liter | |
| 13 | 13 | P/F of 4mm sq 3 core submersible copper cable etc complete with all sorts of carriage | 150 | Rm | |
| 14 | 14 | S/P/F of 25mm sq 3.5 core Al armoured PVC insulated XLPE cable with cost of earthwork backfilling,cost of HDPE pipe 40mm dia,cost of respective thimbles inclusive etc complete preffered make Havells,polycab. | 50 | Rm | |
| 15 | 15 | providing ,installation and commissioning of 3 kw stablizer of approved brand /make as specified. | 1 | No. | |
| 16 | 16 | P/F of 3HP submersible water lifting motor of approved brand and manufacture with 5 HP motor startor,for lifting water upto 30 mtrs head and discharge not less than 1.0 cusecs of preffered make crompton greaves,Kirloskar make with all sorts of carriage and with replacement warranty upto 12 months from date of commissioning etc complete ( for lifting of water from source to water storage tank). | 1 | No. | |
| 17 | 17 | P/F of feeder panel board of CRCE sheets 2'x3'x2' deep including embedded in cement concrete block 1:2:4 ( 1 cement :2 coarse sand : 4 graded stone aggregate 20mm N/S) incl. cost and carriage of material from source to site of work complete. | 1 | No. | |
| 18 | 18 | P/F of G.I pipes of B class approved quality amn make. | |||
| 19 | 19 | 50mm ( Line from source to motor + Airpipe=30rm +10rm). | 40 | rm | |
| 20 | 20 | 40mm dia ( Line from motor to water storage tank + existing borewell) = 70rm +30rm. | 100 | Rm | |
| 21 | 21 | 25mm ( for existing irrigation network). | 12 | Rm | |
| 22 | 22 | 20mm ( for existing irrigation network). | 12 | Rm | |
| 23 | 23 | P/F of G.I fitting of clas B of approved make and quality. | |||
| 24 | 24 | Tank nipple 50mm dia | 10 | No. | |
| 25 | 25 | 50mm union | BI01010001010000000000000515BI0100001122 | 7 | No. |
| 26 | 26 | 40 mm union | BI01010001010000000000000515BI0100001123 | 2 | No. |
| 27 | 27 | 50 mm elbow | 6 | No. | |
| 28 | 28 | 40 mm elbow | 3 | No | |
| 29 | 29 | 50 mm Nipple 6\" long | 5 | No | |
| 30 | 30 | 40 mm Nipple 6\" long | 4 | No | |
| 31 | 31 | gate valve 50mm | 1 | No | |
| 32 | 32 | 50x40mm elbow/reducer | 1 | No | |
| 33 | 33 | 15mm nipple | 24 | No | |
| 34 | 34 | 40mm ball valve | BI01010001010000000000000515BI0100001124 | 1 | No |
| 35 | 35 | 15mm ball valve | BI01010001010000000000000515BI0100001125 | 12 | No |
| 36 | 36 | Dismantling and taking out choked G.I pipes and 3 HP submersible pump from borewell case including cutting of joints etc complete 40mm dia G.I. pipe. | 120 | Rft | |
| 37 | 37 | Hiring charges of 3 T pully with tripod block system for holding of pipes and motor during raising and lowering of same etc including all sorts of carriages and fuel charges. | 1 | Job | |
| 38 | 38 | Repairs and rewinding of existing damaged 3 HP submersible motor including cost of carraige upto workshop and back to site of work. | 1 | Job | |
| 39 | 39 | Engagement of feul run dewatering pump for dewatering of mud waters and slit during restoration and including all carriage complete. | 1 | Job | |
| 40 | 40 | P/F of PVC insulated 4mm dia steel Gye wire for retention of motor etc complete. | 270 | Rft | |
| 41 | 41 | Note: All items as advertised above are inclusive of all carriages/head loads of materials by manual or by mechanical means complete. | BI01010001010000000000000515BI0100001126 |
AI Tender Summary
Tender Timeline
Sep 21, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 30, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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