Kerala Water Authority-KWA has published Jal Jeevan Mission- Phase Ii -Bawss To Kundara And Panchayths-Providing House Connections From Pipe Line Extension And Replacement Of Pipes And Part Of Renovation Of Wtp Elampal In East Kallada Grama Panchayat Bawss To Kundara And Panchayths-Providing Hou. Submission Date for this Tender is 09-12-2020. Pipe Laying Tenders in East Kallada Grama Panchayath Kerala. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 27-Nov-2020 | Tender Extension Notice 02 | Date | 02-12-2020 |
| 2 | 02-Dec-2020 | Tender Extension Notice03 | Date | 09-12-2020 |
| Work Name:Jal Jeevan Mission- Phase II -BAWSS to Kundara and panchayths-Providing house connections from pipe line extension and replacement of pipes and part of renovation of WTP (Elampal) in East Kallada grama panchayat | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix:A-Jal Jeevan Mission -Phase II- Providing house connection from newly laid lines in East Kallada grama panchayath | 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 | 1780 | Nos |
| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001114 | 988 | Nos |
| 4 | 1.003 | 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. | BI01010001010000000000000515BI0100001115 | 592 | 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 | 1379 | 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 | 35430 | metre |
| 7 | 1.006 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work15 mm dia nominal bore | BI01010001010000000000000515BI0100001118 | 1500 | metre |
| 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 | 4739 | Nos |
| 9 | 1.008 | 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. | BI01010001010000000000000515BI0100001120 | 2350 | Nos |
| 10 | 1.009 | Proving Geotagging for FHTC | BI01010001010000000000000515BI0100001121 | 4739 | No |
| 11 | 2 | Appendix B- Pipe line extension and replacement of AC pipe lines | BI01010001010000000000000515BI0100001122 | ||
| 12 | 2.001 | 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) | BI01010001010000000000000515BI0100001123 | 20560.1 | cum |
| 13 | 2.002 | 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) | BI01010001010000000000000515BI0100001124 | 1468 | cum |
| 14 | 2.003 | 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) | BI01010001010000000000000515BI0100001125 | 12000 | metre |
| 15 | 2.004 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : 300 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.19 in DAR | BI01010001010000000000000515BI0100001126 | 4000 | metre |
| 16 | 2.005 | Labour for cutting C.I. pipe with steel saw.300 mm diameter C.I. pipe | BI01010001010000000000000515BI0100001127 | 60 | Each Cut |
| 17 | 2.006 | Testing 300mm DI/CI pipeline with potable water to the required test pressure. 300 mm dia Observed Data derived from item no.1023 of PHED DATA | BI01010001010000000000000515BI0100001128 | 4000 | metre |
| 18 | 2.007 | 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) | BI01010001010000000000000515BI0100001129 | 8.7 | cum |
| 19 | 2.008 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001130 | 69.6 | sqm |
| 20 | 2.009 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:300 mm diameter pipe | BI01010001010000000000000515BI0100001131 | 4 | Nos |
| 21 | 2.01 | Laying in position S & S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials). | BI01010001010000000000000515BI0100001132 | 114.685 | quintal |
| 22 | 2.011 | Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe | BI01010001010000000000000515BI0100001133 | 667 | joint |
| 23 | 2.012 | 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): 80 mm Double acting Air Valve Data derived from item no.18.59.2 of DAR | BI01010001010000000000000515BI0100001134 | 2 | Nos |
| 24 | 2.013 | Interconnection of the existing 300mm CI/DI witrh to the newly laid 300mm CI/DI pipe line by cutting the existing line and fitting, jointing Tee using required specials etc.. Including earth work excavation and refilling to the required length so as to insert the pipe inside the Tee , bailing out water, necessary protection work etc. compete.as per the direction of departmental officers. | BI01010001010000000000000515BI0100001135 | 5 | No |
| 25 | 2.014 | 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). 90 mm nominal outer dia pipes." | BI01010001010000000000000515BI0100001136 | 21000 | metre |
| 26 | 2.015 | 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. | BI01010001010000000000000515BI0100001137 | 2500 | metre |
| 27 | 2.016 | 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). 200 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001138 | 6500 | metre |
| 28 | 2.017 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore | BI01010001010000000000000515BI0100001139 | 2000 | metre |
| 29 | 2.018 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore | BI01010001010000000000000515BI0100001140 | 1500 | metre |
| 30 | 2.019 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | BI01010001010000000000000515BI0100001141 | 500 | metre |
| 31 | 2.02 | Shifting existing house connections/ public taps from the existing pipe line to the newly laid line including earth work excavation, supplying & fitting suitable Saddle piece, 20mm GM full way wheel valve-1 no,20mm UPVC,brass ferrule , with upvc specials, connecting to the existing service line of the connection/ public tap, testing, lighting, watching etc complete as per the direction of Engineer-in-charge | BI01010001010000000000000515BI0100001142 | 800 | No |
| 32 | 2.021 | Interconnection of existing line of size 110/90/75/63/50mm PVC with new pipe line using equal Tee including charges of earth work and refilling ,all labour charges, material cost, hire charges etc. complete. | BI01010001010000000000000515BI0100001143 | 120 | No |
| 33 | 3 | Appendix C -Construction valve chambers ( 1MX1MX1M) | BI01010001010000000000000515BI0100001144 | ||
| 34 | 3.001 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001145 | 22.309 | cum |
| 35 | 3.002 | 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) | BI01010001010000000000000515BI0100001146 | 2.029 | cum |
| 36 | 3.003 | 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) | BI01010001010000000000000515BI0100001147 | 10.681 | cum |
| 37 | 3.004 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001148 | 50.881 | sqm |
| 38 | 3.005 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001149 | 1289.48 | kilogram |
| 39 | 3.006 | 12 mm cement plaster of mix: | BI01010001010000000000000515BI0100001150 | 50.401 | sqm |
| 40 | 3.007 | 560mm dia CI MH cover with frame (heavy duty) including conveying and fixing all as per the direction of Engineer in charge. | BI01010001010000000000000515BI0100001151 | 12 | No |
| 41 | 3.008 | 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): 80 mm Double acting Air Valve Data derived from item no.18.59.2 of DAR | BI01010001010000000000000515BI0100001152 | 2 | Nos |
| 42 | 3.009 | "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 | BI01010001010000000000000515BI0100001153 | 6 | Nos |
| 43 | 3.01 | 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) :150 mm diameter. Class I"Data derived from item no.18.31.3.1 of DAR | BI01010001010000000000000515BI0100001154 | 2 | Nos |
| 44 | 3.011 | "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) :200 mm diameter. Class I"Data derived from item no.18.31.4.1 of DAR | BI01010001010000000000000515BI0100001155 | 2 | Nos |
| 45 | 3.012 | Conveying and fixing CI Single acting Air Valve of approved quality with bolt, nuts,rubber insertions etc. excluding the cost o air valve. 20mm single acting Air Valve. | BI01010001010000000000000515BI0100001156 | 20 | No |
| 46 | 4 | Appendix D Road restoration,providing GSB,and concreting | BI01010001010000000000000515BI0100001157 | ||
| 47 | 4.001 | 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) | BI01010001010000000000000515BI0100001158 | 174.001 | cum |
| 48 | 4.002 | Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001159 | 87.9 | cum |
| 49 | 4.003 | 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. | BI01010001010000000000000515BI0100001160 | 17.5 | sqm |
| 50 | 4.004 | 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.) | BI01010001010000000000000515BI0100001161 | 17.5 | sqm |
| 51 | 4.005 | 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) | BI01010001010000000000000515BI0100001162 | 224.504 | cum |
| 52 | 5 | APP G Cost of meterials | BI01010001010000000000000515BI0100001163 | ||
| 53 | 5.001 | Supply of PVC Pipes and specials, 6kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001164 | 21000 | metre |
| 54 | 5.002 | Supply of PVC Pipes and specials 6kg/cm2, 110mm Dia. | BI01010001010000000000000515BI0100001165 | 2500 | metre |
| 55 | 5.003 | Supply of PVC Pipes and specials 6kg/cm2, 200mm Dia. | BI01010001010000000000000515BI0100001166 | 6500 | metre |
| 56 | 5.005 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia. | BI01010001010000000000000515BI0100001167 | 4000 | metre |
| 57 | 5.006 | Cost of 300mm dia specials such as collar | BI01010001010000000000000515BI0100001168 | 3.54 | quintal |
| 58 | 5.007 | Cost of DI specilas such as bend,tee etc | BI01010001010000000000000515BI0100001169 | 14.685 | quintal |
| 59 | 5.008 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 80mm. | BI01010001010000000000000515BI0100001170 | 2 | No |
| 60 | 5.009 | Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. | BI01010001010000000000000515BI0100001171 | 6 | No |
| 61 | 5.01 | Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. | BI01010001010000000000000515BI0100001172 | 2 | No |
| 62 | 5.011 | Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm. | BI01010001010000000000000515BI0100001173 | 2 | No |
| 63 | 5.012 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Large Orifice Type S2, Size 20mm. | BI01010001010000000000000515BI0100001174 | 20 | No |
| 64 | 6 | APP H Rennovation of 16 MLD WTP at Elampal | BI01010001010000000000000515BI0100001175 | ||
| 65 | 6.001 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001176 | 91.3 | cum |
| 66 | 6.002 | 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | BI01010001010000000000000515BI0100001177 | 2082.14 | sqm |
| 67 | 6.003 | Engaging Coolie | BI01010001010000000000000515BI0100001178 | 7.5 | Day |
| 68 | 6.004 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done . | BI01010001010000000000000515BI0100001179 | 750 | sqm |
| 69 | 6.005 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture | BI01010001010000000000000515BI0100001180 | 1600 | sqm |
| 70 | 6.006 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-charge and consisting of :i ) Ist layer of 22 mm to 25mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 ( 1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS: 2645 in the recommended proportion over the leveling course ( leveling course to be paid separately). Joints separately) joints sealed and grouted with cement slurry mixed with water proofing compound. II) 2nd layer of 25 mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions. iii) Finishing top with stone aggregate if 10 mm to 12 mm nominal size spreading @ 8 cudm/ sqm thoroughly embedded in the 2nd layer | BI01010001010000000000000515BI0100001181 | 200 | sqm |
| 71 | 6.007 | Washing Clariflocculator using brooms, brushes and bleaching powder by engaging coolies, scrubbing twice, washing and cleaning using fresh water, including side wall, floor slab and columns, disposing the the slurry / waste materilas away from the immediate premises and within the initial lead of 50m from the periphery of the clariflocculator, without causing any damage to the exististing strucutre and installations, charges including the operation of valves, conveyance and hire charges of tools and as per the direction of the department officers etc. complete. | BI01010001010000000000000515BI0100001182 | 1280 | sqm |
| 72 | 6.008 | Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | BI01010001010000000000000515BI0100001183 | 300 | sqm |
| 73 | 6.009 | Demolishing brick work 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.In cement mortar | BI01010001010000000000000515BI0100001184 | 92 | cum |
| 74 | 6.01 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: | BI01010001010000000000000515BI0100001185 | 345 | cum |
| 75 | 6.011 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm | BI01010001010000000000000515BI0100001186 | 2500 | sqm |
| 76 | 6.012 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | BI01010001010000000000000515BI0100001187 | 10 | sqm |
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