Jjm 2020 21 Phase Ii Providing Fhtcs In Peruvayal Grama Panchayath In Kozhikode District Providing Functional Household Tap Connections By Extending Existing Water Supply Scheme In Peruvayal Grama Panchayath In Kozhikode District
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 Apr 2021
0 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
11200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Peruvayal → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Jjm 2020 21 Phase Ii Providing Fhtcs In Peruvayal Grama Panchayath In Kozhikode District Providing Functional Household Tap Connections By Extending Existing Water Supply Scheme In Peruvayal Grama Panchayath In Kozhikode District
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Mar-2021 | Extension2 | Date | 22-Mar-2021 |
| 2 | 24-Mar-2021 | ExtensionCorrigendumII | Date | 29-Mar-2021 |
| 3 | 31-Mar-2021 | Extension CorrigendumIII | Date | 06-Apr-2021 |
BOQ
| Work Name:JJM 2020-21 (Phase II) - PROVIDING FUNCTIONAL HOUSE HOLD TAP CONNECTIONS BY RETROFITTING AND EXTENDING EXISTING JICA WATER SUPPLY SCHEME IN PERUVAYAL GRAMA PANJAYATH IN KOZHIKODE DISTRICT | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PROVIDING FHTC | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.001 | Supply of PVC Pipe, 10kg/cm2, 110mm Dia. | BI01010001010000000000000515BI0100001113 | 3500 | metre |
| 3 | 1.002 | Supply of PVC Pipe, 10kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001114 | 49000 | metre |
| 4 | 1.003 | Add 3% for PVC Specials | BI01010001010000000000000515BI0100001115 | 1.2884e+07 | L.S |
| 5 | 1.004 | Supply 80mm GI Pipe Class B | BI01010001010000000000000515BI0100001116 | 700 | metre |
| 6 | 1.005 | Add 5% for GI Specials | BI01010001010000000000000515BI0100001117 | 469000 | L.S |
| 7 | 1.006 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. | BI01010001010000000000000515BI0100001118 | 20 | No |
| 8 | 1.007 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil (Ref. Item No. 2.10.1 of DSR) | BI01010001010000000000000515BI0100001119 | 25270 | cum |
| 9 | 1.008 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :\"Ordinary Rock. (Ref. Item No. 2.13.1 of DSR) | BI01010001010000000000000515BI0100001120 | 798 | cum |
| 10 | 1.009 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m Hard Rock(Requiring Blasting). (Ref. Item No. 2.13.2 of DSR) | BI01010001010000000000000515BI0100001121 | 532 | cum |
| 11 | 1.01 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.<br>Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) for road work | BI01010001010000000000000515BI0100001122 | 250 | cum |
| 12 | 1.011 | Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | BI01010001010000000000000515BI0100001123 | 24500 | metre |
| 13 | 1.012 | Dismatling manually/by mechanical means and disposal of material within 50 meter lead as per direction of Engineer-in-charge: Bituminous road | BI01010001010000000000000515BI0100001124 | 12250 | sqm |
| 14 | 1.013 | Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 90 mm nominal outer dia pipes.\" | BI01010001010000000000000515BI0100001125 | 49000 | metre |
| 15 | 1.014 | Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).110 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001126 | 3500 | metre |
| 16 | 1.015 | Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 80 mm dia nominal bore Data derived from item no.18.12.8 of DARData for 10 m | BI01010001010000000000000515BI0100001127 | 700 | metre |
| 17 | 1.016 | Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately): 25 mm Single acting Air Valve Observed Data derived from item no.18.59.of DAR | BI01010001010000000000000515BI0100001128 | 20 | Nos |
| 18 | 1.017 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore | BI01010001010000000000000515BI0100001129 | 15 | No |
| 19 | 1.018 | Supplying and fixing 150mm CI surface box embeded with RCC slab of size 0.6x0.6x0.15 and 160mm or above size PVC 10Kg/cm2 pipe acting as protection tube with including all cost of conveyance, labour charges etc.complete | BI01010001010000000000000515BI0100001130 | 35 | No |
| 20 | 1.019 | Providing 15mm (1/2 inch) house connection with 15mm water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5m using 20mm ( 1/2 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, brass hexagonal nipple, GM full way wheel valve, bend, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. | BI01010001010000000000000515BI0100001131 | 6456 | Nos |
| 21 | 1.02 | Providing additional length of house connection pipe using 20 mm (1/2 inch) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PN16 specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers. | BI01010001010000000000000515BI0100001132 | 68000 | metre |
| 22 | 1.021 | Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers. | BI01010001010000000000000515BI0100001133 | 6456 | Nos |
| 23 | 1.022 | Providing and Fixing Water Tap post using 75 mm PVC pipe | BI01010001010000000000000515BI0100001134 | 2000 | No |
| 24 | 1.023 | Cost of geo tagging | BI01010001010000000000000515BI0100001137 | 6456 | No |
| 25 | 1.024 | 3.6 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 1000 m | BI01010001010000000000000515BI0100001138 | 2450 | cum |
| 26 | 1.025 | Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. | BI01010001010000000000000515BI0100001139 | 2450 | cum |
| 27 | 1.026 | 5.1.1a Prime Coat :-Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001140 | 12250 | sqm |
| 28 | 1.027 | 5.2.3a Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer<br>& cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001141 | 19600 | sqm |
| 29 | 1.028 | 5.9.1.2a 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II)Bitumen (S-65) | BI01010001010000000000000515BI0100001142 | 19600 | sqm |
| 30 | 1.029 | 5.12.A.3.2a Seal Coat - Manual Means - Type C - Bitumen S-65 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A.By Manual Means:-Case - III : Type C (II)Bitumen (S-65) | BI01010001010000000000000515BI0100001143 | 19600 | sqm |
| 31 | 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001144 | 250 | cum |
| 32 | 1.031 | Supply erection commissioning of 1 sets (1no as standby) 10HP centrifugal online booster pumpsets with all accessories as per order no: KWA /HO/Sp-333/2014 dt 18/3/2016 upto a head of 50m | BI01010001010000000000000515BI0100001145 | 6 | No |
AI Tender Summary
Tender Timeline
Mar 31, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Mar 22, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Mar 29, 2021
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Apr 06, 2021
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedApr 06, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 09, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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