Kerala Water Authority-KWA has published Jal Jeevan Mission- 2020-21 Phase -I Providing Fhtc , Extension Of Pipe Lines , Construction Of Tube Wells And Allied Works , Supply And Fitting Bulk Water Meter Etc In Kulasekarapuram Grama Panchayath Jal Jeevan Mission -2020-21 Phase -I Providing Fht. Submission Date for this Tender is 09-12-2020. Pipe Laying Tenders in Kulasekarapuram Grama Panchayath Kerala. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 10-Oct-2020 | Tender Corrigendum Notice | Date | 16-10-2020 |
2 | 19-Oct-2020 | Tender Extension Notice | Date | 06-11-2020 |
3 | 27-Nov-2020 | Tender Extension Notice02 | Date | 02-12-2020 |
4 | 02-Dec-2020 | Tender Extension Notice03 | Date | 09-12-2020 |
Work Name:JAL JEEVAN MISSION 2020-21 - Phase I - Providing FHTCs, Extension of pipe lines, Construction of Tube wells and allied works, Supply and fitting Bulk water meteretc. in Kulasekarapuram Grama Panchayat. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Providing FHTC - 3000 Nos. | BI01010001010000000000000515BI0100001112 | ||
2 | 1.001 | Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, 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. | BI01010001010000000000000515BI0100001113 | 1250 | Nos |
3 | 1.002 | Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing AC / GI mains up to 125 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, GI / MS / SS 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. | BI01010001010000000000000515BI0100001114 | 1250 | Nos |
4 | 1.003 | Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains from 140mm to 200mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, 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. | BI01010001010000000000000515BI0100001115 | 250 | Nos |
5 | 1.004 | Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing AC / GI mains from 150mm to 200mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, GI / MS / SS 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. | BI01010001010000000000000515BI0100001116 | 250 | Nos |
6 | 1.005 | Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and 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. | BI01010001010000000000000515BI0100001117 | 23300 | metre |
7 | 1.006 | Providing 20mm (1/2 inch) PVC Air Valve in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire for tools and labour charges etc. complete and as per the directions of the department officers. | BI01010001010000000000000515BI0100001118 | 1200 | Nos |
8 | 1.007 | 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. | BI01010001010000000000000515BI0100001119 | 3000 | Nos |
9 | 1.008 | :Geotagging of the FHTC and preparing as laid drawings as per the direction of departmental | BI01010001010000000000000515BI0100001120 | 3000 | No |
10 | 1.009 | 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. | BI01010001010000000000000515BI0100001121 | 20000 | metre |
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.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | BI01010001010000000000000515BI0100001122 | 250 | cum |
12 | 1.011 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Water bound macadam road | BI01010001010000000000000515BI0100001123 | 200 | sqm |
13 | 1.012 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | BI01010001010000000000000515BI0100001124 | 2500 | sqm |
14 | 1.013 | 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 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001125 | 250 | cum |
15 | 1.014 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001126 | 250 | sqm |
16 | 1.015 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, 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 the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | BI01010001010000000000000515BI0100001127 | 250 | sqm |
17 | 1.016 | 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) | BI01010001010000000000000515BI0100001128 | 1250 | cum |
18 | 1.017 | Supply of PVC Pipe and specials 6kg/cm2, 63mm Dia. | BI01010001010000000000000515BI0100001129 | 2500 | metre |
19 | 1.018 | 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).63 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001130 | 2500 | metre |
20 | 1.019 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore | BI01010001010000000000000515BI0100001131 | 120 | metre |
21 | 1.02 | Taking interconnection from the existing PVC pipes of 63/75/90/110 mm dia with newly laid PVC pipes using equal Tee, including earth work excavation in all classes of soil for exposing the existing service mains cutting removing and jointing and there after refilling the trenches after proper consolidation in layers as per specification including Cost of all required specials,lighting, watching fencing and providing caution boards etc complete as per direction of departmental officers. | BI01010001010000000000000515BI0100001132 | 10 | No |
22 | 2 | Extension of Pipe line in various wards | BI01010001010000000000000515BI0100001133 | ||
23 | 2.001 | 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. | BI01010001010000000000000515BI0100001134 | 2500 | metre |
24 | 2.002 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001135 | 25 | cum |
25 | 2.003 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | BI01010001010000000000000515BI0100001136 | 1000 | sqm |
26 | 2.004 | 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) | BI01010001010000000000000515BI0100001137 | 2175 | cum |
27 | 2.005 | Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009) | BI01010001010000000000000515BI0100001138 | 1000 | metre |
28 | 2.006 | Engaging Coolie | BI01010001010000000000000515BI0100001139 | 20 | Day |
29 | 2.007 | Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete.NEW DATA (Prepared based on PHED SDB - Item No.1070 | BI01010001010000000000000515BI0100001140 | 238 | Kwh |
30 | 2.008 | 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." | BI01010001010000000000000515BI0100001141 | 5000 | metre |
31 | 2.009 | Taking interconnection from the existing PVC pipes of 63/75/90/110 mm dia with newly laid PVC pipes using equal Tee, including earth work excavation in all classes of soil for exposing the existing service mains cutting removing and jointing and there after refilling the trenches after proper consolidation in layers as per specification including Cost of all required specials,lighting, watching fencing and providing caution boards etc complete as per direction of departmental officers. | BI01010001010000000000000515BI0100001142 | 5 | No |
32 | 2.01 | Taking connection from the existing PVC pipes of 110mm dia and above with 63/75/90 mm dia PVC pipes including earth work excavation in all classes of soil for exposing the existing service mains cutting removing and jointing and there after refilling the trenches after proper consolidation in layers as per specification including lighting watching fencing and providing caution boards etc complete as per direction of departmental officers. | BI01010001010000000000000515BI0100001143 | 25 | No |
33 | 2.011 | Supply of PVC Pipe and specials 6kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001144 | 5000 | metre |
34 | 2.012 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | BI01010001010000000000000515BI0100001145 | 50 | metre |
35 | 2.013 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001146 | 250 | sqm |
36 | 2.014 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, 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 the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | BI01010001010000000000000515BI0100001147 | 250 | sqm |
37 | 2.015 | 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 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001148 | 25 | cum |
38 | 3 | Drilling new Tube well at Vallikkavu market, Bhim Nagar colony, Puthiyakavu, Puthentheruvu(Mannadisseril Temple) and interconnecting to the existing line. | BI01010001010000000000000515BI0100001149 | ||
39 | 3.001 | Boring /drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS: 2800 ( part I), including collecting samples from different strata, preparing and submitting strata chart/ bore, including hire & running charges of all equipments, tools, plants & machineries required for the job, all <br> complete as per direction of Engineer- in- charge, beyond 90 metre & upto 210 metre depth below ground level.<br>Rocky strata including Boulders<br>200 mm dia | BI01010001010000000000000515BI0100001150 | 800 | metre |
40 | 3.002 | Reaming the 250mm/200 mm pilot bore holes of size 400/450 mm for housing portion as per the directions for dept. Officers | BI01010001010000000000000515BI0100001151 | 800 | metre |
41 | 3.003 | Providing and fixing Bail plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (part I).200 mm dia | BI01010001010000000000000515BI0100001152 | 4 | No |
42 | 3.004 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS : 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer- in- Charge.200 mm nominal size dia | BI01010001010000000000000515BI0100001153 | 680 | metre |
43 | 3.005 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer - in-charge200 mm nominal size dia | BI01010001010000000000000515BI0100001154 | 120 | metre |
44 | 3.006 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:200 mm dia | BI01010001010000000000000515BI0100001155 | 4 | No |
45 | 3.007 | Supplying, Conveying and stacking at site for taking measurement best quality round pebbles, which should pass through 10 mm sieve and should retain in 5 mm sieve as per relevant IS Specification and packing round the strainer pipe using pebble for graded size as directed by the department officers and back washing including all labour charges cost and conveyance of water etc,complete. | BI01010001010000000000000515BI0100001156 | 56 | cum |
46 | 3.008 | Clay packing around the well for perfect clay sealing using saddle clay including conveyance cost of all materials and labour charges etc complete | BI01010001010000000000000515BI0100001157 | 20 | cum |
47 | 3.009 | Development of tube well in accordance with IS: 2800 (Part I) and IS : 1189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc.by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer - in-charge. | BI01010001010000000000000515BI0100001158 | 120 | hour |
48 | 3.01 | Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001159 | 4 | cum |
49 | 3.011 | Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tubewell as per IS : 2800 ( part I), including ecessary bolts & nuts of required size complete. | BI01010001010000000000000515BI0100001160 | 4 | No |
50 | 3.012 | Supply an electrically operated brand new 10 HP submersible pump set WITH ACCESSORIES of approved brand for erection in tube well size 200 mm diameter with accessories from reputed brand such as krilosker/jyothy/decan/lubi etc make capable to 350 lpm discharge a total head of 80 mm with delivery head size of 80 mm suitable to couple electrical motor ac 400/440 v , 50cycle .The pump shaft should be stainless steel with bronze impeller the cost including all taxes duties and conveyance etc complete as per the direction of the departmental officers | BI01010001010000000000000515BI0100001161 | 8 | No |
51 | 3.013 | :Supplying and fitting of best quality 4Sqmm,3 core copper cable of ISI mark | BI01010001010000000000000515BI0100001162 | 800 | No |
52 | 3.014 | :Supplying of Branded New starter Delta Type auto transformer starter suitable for 10 HP submersible pump set. | BI01010001010000000000000515BI0100001163 | 4 | No |
53 | 3.015 | Supplying and fitting 100 mm AMS ELCB system of reputed brand as per direction from KSEB | BI01010001010000000000000515BI0100001164 | 4 | No |
54 | 3.016 | Fabricating and supplying 80mm GI pumping main from top of tube well to 90mm pvc existing distribution line including providing tee joint , 3 numbers of 80mm GI bend 5 nos MS Flang for fitting controll valves and foundation to the top of well mouth using 80mm GI PIPE suitable to copper horizontal alignment welding together to water tight joint including earth work excavation ,cost of all materials,labour charges hire charges of welding machine, cutting and grinding machine | BI01010001010000000000000515BI0100001165 | 4 | No |
55 | 3.017 | Supplying and fitting MS PANAL BOARD of Size 1.5m x1m, main switch 100 AM,Voltmeter,Ammeter,suitable size capacitor,fuse unit 3 nos,single phase preventer,pilot lamp one set and change over switch etc best quality with ISI Mark as per direction | BI01010001010000000000000515BI0100001166 | 4 | No |
56 | 3.018 | supply of 80 GI class B pipe-ZENITH/TATA | BI01010001010000000000000515BI0100001167 | 280 | No |
57 | 3.019 | Interconnection from the 80mm GI pipe with 90/110/140/160 mm PVC newly laid pipe line including earth work excavation in all classes of soil for exposing the service mains cutting removing and jointing with suitable;e size of tees, including cost and conveyance of all Tees etc and thereafter refilling trenches proper consolidation in layers as per the specification , lighting watching fencing and providing caution board complete as per the direction of departmental officers | BI01010001010000000000000515BI0100001168 | 4 | No |
58 | 3.02 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 80mm. | BI01010001010000000000000515BI0100001169 | 8 | No |
59 | 3.021 | "Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :80 mm diameter. Class I"Observed Data derived from item no.18.31.of DAR | BI01010001010000000000000515BI0100001170 | 8 | Nos |
60 | 3.022 | Supplying and installation of submersible pump set automation module 2 Nos. (1 No. standby) suitable for 10 HP submersible pump set including cost of module, providing sim for automation, labour charge for fixing the module etc. complete as per the direction of departmental officers. | BI01010001010000000000000515BI0100001171 | 4 | No |
61 | 3.023 | Charges for erecting the 7.5/10/12.5/15/17.5 HP Submersible pump set into the tube well after coupling the pump and motor including erecting thee column pipes one by one, welding MS flats across the joints, coupling the delivery pipes and valves to the vertical column pipes, connecting motor to starter after connecting all wires and cables etc. complete | BI01010001010000000000000515BI0100001172 | 4 | No |
62 | 3.024 | Providing chlorinator arrangements to the tube well pump house by supplying and fixing 2 nos synthetic PVC tanks of 750 litre & 500 litre capacity with the platform outside the pump house and supply and erecting 1 HP special type dosing pump with all accessories suitable to pump bleaching powder solution connecting to the 80mm GI pumping main near the well including cost of all materials labour charges etc complete. | BI01010001010000000000000515BI0100001173 | 4 | No |
63 | 3.025 | Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 80mm. | BI01010001010000000000000515BI0100001174 | 4 | No |
64 | 3.026 | Interconnection of newly laid 90 mm PVC (6kg/cm2) pipeline and existing AC/PVC pipe line using equal Tee, including EWE in ordinary soil or exposing the pipe and boring the existing line and inserting connector,specials and fixing reducer with the help of solvent cement, necessary protection work including bailing out water, back filling the trenches and controlling the valve including cost of alla materials , labour charges and conveyance etc complete as per the direction of departmental officers | BI01010001010000000000000515BI0100001175 | 4 | No |
65 | 4 | Construction of Pump house at Vallikkavu market, Bhim Nagar colony and Puthentheruvu (Mannadisseril Temple). | BI01010001010000000000000515BI0100001176 | ||
66 | 4.001 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001177 | 5.805 | cum |
67 | 4.002 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | BI01010001010000000000000515BI0100001178 | 8.91 | cum |
68 | 4.003 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001179 | 252 | kilogram |
69 | 4.004 | Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | BI01010001010000000000000515BI0100001180 | 601.177 | kg |
70 | 4.005 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | BI01010001010000000000000515BI0100001181 | 113.911 | sqm |
71 | 4.006 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. | BI01010001010000000000000515BI0100001182 | 5.4 | sqm |
72 | 4.007 | 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 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001183 | 2.7 | cum |
73 | 4.008 | 12 mm cement plaster of mix: | BI01010001010000000000000515BI0100001184 | 35.76 | sqm |
74 | 4.009 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001185 | 0.9 | cum |
75 | 4.01 | Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | BI01010001010000000000000515BI0100001186 | 6 | cum |
76 | 4.011 | Wiring the pump house and providing 4 nos light point and 1 no Fan point and one socket etc wiring the pump house using best quality copper wire with pvc pipe and fitting switches, sockets etc in two switch board and supply and fitting 3 nos, 20w CFL bulbs,1 no tube set,1 no sealing fan best quality as per IE rules . | BI01010001010000000000000515BI0100001187 | 3 | No |
77 | 5 | Providing Bulk meter. | BI01010001010000000000000515BI0100001188 | ||
78 | 5.001 | Providing and fixing enclosed type 80mm mechanical flow bulk meter of woltman type confirming to ISO4064 Part II.III & IV class B or IS 779 & IS 2373 with life cycle test certificate from FCRI Palakkad/NABL accreditted Lab. Runner, Runner chamber, Pointers of the chamber shall be as per IS 4064 Class B specification and tested and certified complete with Strainer box,bolts, nuts, rubber<br>insertions etc. with suitable strainer and specials etc complete and fixing in the pipe line as per the direction of departmental officers. | BI01010001010000000000000515BI0100001189 | 6 | No |
79 | 5.002 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001190 | 34.398 | cum |
80 | 5.003 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001191 | 2.647 | cum |
81 | 5.004 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001192 | 10.729 | cum |
82 | 5.005 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001193 | 150.073 | sqm |
83 | 5.006 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | BI01010001010000000000000515BI0100001194 | 858.32 | kg |
84 | 5.007 | supplying and fixing CI manhole cover of dia 500 mm with frame(heavy duty) and locking arrangements<br>including all cost ,labour charges etc complete | BI01010001010000000000000515BI0100001195 | 6 | No |
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