Jjm-Kumaramangalam Providing Functional Household Tap Connections To All Households Of Kumaramangalam Panchayaths In Idukki Supplying And Laying Distribution Lines In Zone Ii Construction Of 2 . 10 Ll Capacity Sump Cum Ph At Choozhamkudipara And Road Rest
Tender Value
4.37 Crore
Estimated cost
Bid Submission
27 Jan 2021
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
8400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kumaramangalam → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Jjm-Kumaramangalam Providing Functional Household Tap Connections To All Households Of Kumaramangalam Panchayaths In Idukki Supplying And Laying Distribution Lines In Zone Ii Construction Of 2 . 10 Ll Capacity Sump Cum Ph At Choozhamkudipara And Road Restoration Works
BOQ
| Work Name:JJM- KUMARAMANGALAM- PROVIDING FHTC TO ALL HOUSEHOLDS OF KUMARAMANGALAM PANCHAYATH IN IDUKKI DISTRICT- Supplying and laying Distribution lines in Zone_I,Construction of 2.10LL Capacity Sump cum PH at Choozhamkudipara and Road Restoration works | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 04-Construction of 2.10LL Capacity Sump cum PH at Choozhamkudipara | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001113 | 120 | cum |
| 3 | 1.002 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: | BI01010001010000000000000515BI0100001114 | 54 | cum |
| 4 | 1.003 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001115 | 21.019 | cum |
| 5 | 1.004 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level | BI01010001010000000000000515BI0100001116 | 88.73 | cum |
| 6 | 1.005 | Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). | BI01010001010000000000000515BI0100001117 | 71.121 | cum |
| 7 | 1.006 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001118 | 16.62 | sqm |
| 8 | 1.007 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001119 | 288.281 | sqm |
| 9 | 1.008 | Centering and shuttering including strutting, etc. and removal of form for: | BI01010001010000000000000515BI0100001120 | 174.788 | sqm |
| 10 | 1.009 | 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 | BI01010001010000000000000515BI0100001121 | 8770 | kilogram |
| 11 | 1.01 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | BI01010001010000000000000515BI0100001122 | 5.137 | cum |
| 12 | 1.011 | 12 mm cement plaster finished with a floating coat of neat cement of mix: | BI01010001010000000000000515BI0100001123 | 806.96 | sqm |
| 13 | 1.012 | Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm | BI01010001010000000000000515BI0100001124 | 806.96 | sqm |
| 14 | 1.013 | Lettering with black Japan pint of approved brand and manufacture | BI01010001010000000000000515BI0100001125 | 1500 | Letterxcm ht |
| 15 | 1.014 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood | BI01010001010000000000000515BI0100001126 | 0.169 | cum |
| 16 | 1.015 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood/ jack wood 35 mm thick shutters. | BI01010001010000000000000515BI0100001127 | 6.75 | sqm |
| 17 | 1.016 | 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. | BI01010001010000000000000515BI0100001128 | 100 | kg |
| 18 | 1.017 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover | BI01010001010000000000000515BI0100001129 | 7.5 | sqm |
| 19 | 1.018 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm. | BI01010001010000000000000515BI0100001130 | 4 | No |
| 20 | 1.019 | Providing and laying flanged C.I. Standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : | BI01010001010000000000000515BI0100001131 | 3 | quintal |
| 21 | 1.02 | Supplying and fixing 500mm dia CI manhole cover with frame( medium duty) charges including all cost, labour charges etc complete. | BI01010001010000000000000515BI0100001132 | 2 | Nos |
| 22 | 2 | 07-Supplying and laying Distribution system in Zones I | BI01010001010000000000000515BI0100001133 | ||
| 23 | 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) | BI01010001010000000000000515BI0100001134 | 13489.8 | cum |
| 24 | 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) | BI01010001010000000000000515BI0100001135 | 6744.92 | cum |
| 25 | 2.003 | \"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 :Medium Rock (blasting prohibited)New Data derived from DAR | BI01010001010000000000000515BI0100001136 | 1124.16 | cum |
| 26 | 2.004 | Excavating in hard rock for trenches by blasting for laying pipes and stacking useful materials for measurements and disposing unserviceable materials within the intial lead of 50m and lift upto 1.50m(intial depth 0 m to 1.50m) and providing protection by earth filled cement bags during blasting to avoid damages to nearby structures(200 Nos. of earth filled cement bags for 10m3 blasting)(Ref. Item No. 1004 A of T C) | BI01010001010000000000000515BI0100001137 | 1124.16 | cum |
| 27 | 2.005 | Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.NEW DATA (Prepared based on PWD SDB - Item No.1009 | BI01010001010000000000000515BI0100001138 | 9861.2 | metre |
| 28 | 2.006 | 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 | BI01010001010000000000000515BI0100001139 | 1142.37 | cum |
| 29 | 2.007 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | BI01010001010000000000000515BI0100001140 | 3638 | metre |
| 30 | 2.008 | 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. 100 mm dia nominal bore Observed Data derived from item no.18.12 of DAR | BI01010001010000000000000515BI0100001141 | 402 | metre |
| 31 | 2.009 | \"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. 125 mm dia nominal bore Observed Data derived from item no.18.12 of DAR | BI01010001010000000000000515BI0100001142 | 162 | metre |
| 32 | 2.01 | 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. 150 mm dia nominal ore Observed Data derived from item no.18.12 of DAR | BI01010001010000000000000515BI0100001143 | 72 | metre |
| 33 | 2.011 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials :200 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.17 in DAR Department supply - 500m ( Including spare pipe for future maintenance) | BI01010001010000000000000515BI0100001144 | 510 | metre |
| 34 | 2.012 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : 250 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.18 in DAR Department supply - 400m ( Including spare pipe for future maintenance) | BI01010001010000000000000515BI0100001145 | 2041 | metre |
| 35 | 2.013 | 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:200 mm dia pipes | BI01010001010000000000000515BI0100001146 | 85 | joint |
| 36 | 2.014 | 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:250 mm dia pipes | BI01010001010000000000000515BI0100001147 | 345 | joint |
| 37 | 2.015 | Providing and laying Double Flanged ( screwed / welded) Centrifugally (Spun) Cast Iron, Class B ( IS : 1536): | BI01010001010000000000000515BI0100001148 | 17 | metre |
| 38 | 2.016 | Providing and laying Double Flanged ( screwed / welded) Centrifugally (Spun) Cast Iron, Class B ( IS : 1536): | BI01010001010000000000000515BI0100001149 | 69 | metre |
| 39 | 2.017 | Labour for cutting 200 mm diameter D.I. pipe with steel saw.<br> | BI01010001010000000000000515BI0100001150 | 17 | Each Cut |
| 40 | 2.018 | Labour for cutting 250 mm dia D.I. pipe with steel saw. | BI01010001010000000000000515BI0100001151 | 69 | Each Cut |
| 41 | 2.019 | Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia Observed Data derived from item no.1020 of PHED DATA | BI01010001010000000000000515BI0100001152 | 510 | metre |
| 42 | 2.02 | Testing 250mm DI/CI pipeline with potable water to the required test pressure . 250 mm dia Observed Data derived from item no.1022 of PHED DATA | BI01010001010000000000000515BI0100001153 | 2041 | metre |
| 43 | 2.021 | 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.\" | BI01010001010000000000000515BI0100001154 | 32742 | metre |
| 44 | 2.022 | 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. | BI01010001010000000000000515BI0100001155 | 3614 | metre |
| 45 | 2.023 | 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). 140 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001156 | 1463 | metre |
| 46 | 2.024 | 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).160 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001157 | 654 | metre |
| 47 | 2.025 | \"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 II\"Observed Data derived from item no.18.31.of DAR | BI01010001010000000000000515BI0100001158 | 25 | Nos |
| 48 | 2.026 | 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) :100 mm diameter. Class II\" Data derived from item no.18.31.1.2of DAR | BI01010001010000000000000515BI0100001159 | 8 | Nos |
| 49 | 2.027 | 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) : 125 mm diameter. Class II\"Data derived from item no.18.31.2.2of DAR | BI01010001010000000000000515BI0100001160 | 3 | metre |
| 50 | 2.028 | 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 II\"Data derived from item no.18.31.3.2of DAR | BI01010001010000000000000515BI0100001161 | 2 | Nos |
| 51 | 2.029 | 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 II\" Data derived from item no.18.31.4.2of DAR | BI01010001010000000000000515BI0100001162 | 2 | Nos |
| 52 | 2.03 | 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) :250 mm diameter. Class II\"Data derived from item no.18.31.5.2of DAR | BI01010001010000000000000515BI0100001163 | 2 | Nos |
| 53 | 2.031 | 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 | BI01010001010000000000000515BI0100001164 | 30 | Nos |
| 54 | 2.032 | 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): 40 mm Single acting Air Valve Observed Data derived from item no.18.59.of DAR | BI01010001010000000000000515BI0100001165 | 9 | Nos |
| 55 | 2.033 | 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 | BI01010001010000000000000515BI0100001166 | 49.725 | cum |
| 56 | 2.034 | 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) | BI01010001010000000000000515BI0100001167 | 282.825 | cum |
| 57 | 2.035 | 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001168 | 27.693 | cum |
| 58 | 2.036 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001169 | 566.041 | sqm |
| 59 | 2.037 | 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 | BI01010001010000000000000515BI0100001170 | 1939 | kilogram |
| 60 | 2.038 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. | BI01010001010000000000000515BI0100001171 | 40 | metre |
| 61 | 2.039 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia. | BI01010001010000000000000515BI0100001172 | 1748 | metre |
| 62 | 2.04 | Supply of PVC Pipe, 6kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001173 | 1452 | metre |
| 63 | 2.041 | Supply of 90 mm PVC Specials 6kg/cm2 | BI01010001010000000000000515BI0100001174 | 1 | metre |
| 64 | 2.042 | Supply of PVC Pipe, 8kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001175 | 13660 | metre |
| 65 | 2.043 | Supply of 90 mm PVC Specials 8 kg/cm2 | BI01010001010000000000000515BI0100001176 | 1 | metre |
| 66 | 2.044 | Supply of PVC Pipe, 8kg/cm2, 110mm Dia. | BI01010001010000000000000515BI0100001177 | 1614 | metre |
| 67 | 2.045 | Supply of 110 mm PVC specials 8 kg/cm2 | BI01010001010000000000000515BI0100001178 | 1 | metre |
| 68 | 2.046 | Supply of PVC Pipe, 8kg/cm2, 140mm Dia. | BI01010001010000000000000515BI0100001179 | 1086 | metre |
| 69 | 2.047 | Supply of 140 mm PVC specials 8kg/cm2 | BI01010001010000000000000515BI0100001180 | 1 | metre |
| 70 | 2.048 | Supply of PVC Pipe, 8kg/cm2, 160mm Dia. | BI01010001010000000000000515BI0100001181 | 270 | metre |
| 71 | 2.049 | Supply of 160 mm PVC specials 8kg/cm2 | BI01010001010000000000000515BI0100001182 | 1 | metre |
| 72 | 2.05 | Supply of PVC Pipe, 10kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001183 | 18452 | metre |
| 73 | 2.051 | Supply of 90 mm PVC specials 10kg/cm2 | BI01010001010000000000000515BI0100001184 | 1 | metre |
| 74 | 2.052 | Supply of PVC Pipe, 10kg/cm2, 110mm Dia. | BI01010001010000000000000515BI0100001185 | 2088 | metre |
| 75 | 2.053 | Supply of 110 mm PVC specials 10 kg/cm2 | BI01010001010000000000000515BI0100001186 | 1 | metre |
| 76 | 2.054 | Supply PVC Pipe, 10kg/cm2, 140mm Dia. | BI01010001010000000000000515BI0100001187 | 414 | metre |
| 77 | 2.055 | Supply of 140 mm PVC specials 10 kg/cm2 | BI01010001010000000000000515BI0100001188 | 1 | metre |
| 78 | 2.056 | Supply of PVC Pipe, 10kg/cm2, 160mm Dia. | BI01010001010000000000000515BI0100001189 | 402 | metre |
| 79 | 2.057 | Supply of 160 mm PVC specials 10 kg/cm2 | BI01010001010000000000000515BI0100001190 | 1 | metre |
| 80 | 2.058 | Supply of 150 mm GI (M) pipes | BI01010001010000000000000515BI0100001191 | 72 | metre |
| 81 | 2.059 | Supplying 150 mm G.I(M) specials | BI01010001010000000000000515BI0100001192 | 1 | metre |
| 82 | 2.06 | Procuring and supply of 125 mm GI(M) pipes | BI01010001010000000000000515BI0100001193 | 162 | metre |
| 83 | 2.061 | Supplying 125 mm G.I(M) specials | BI01010001010000000000000515BI0100001194 | 1 | metre |
| 84 | 2.062 | Supply of 100 mm GI (M) pipes | BI01010001010000000000000515BI0100001195 | 402 | metre |
| 85 | 2.063 | Supplying 100 mm G.I(M) specials | BI01010001010000000000000515BI0100001196 | 1 | metre |
| 86 | 2.064 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. | BI01010001010000000000000515BI0100001197 | 30 | No |
| 87 | 2.065 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm. | BI01010001010000000000000515BI0100001198 | 9 | No |
| 88 | 2.066 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. | BI01010001010000000000000515BI0100001199 | 25 | No |
| 89 | 2.067 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm. | BI01010001010000000000000515BI0100001200 | 8 | No |
| 90 | 2.068 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 125mm. | BI01010001010000000000000515BI0100001201 | 3 | No |
| 91 | 2.069 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. | BI01010001010000000000000515BI0100001202 | 2 | No |
| 92 | 2.07 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm. | BI01010001010000000000000515BI0100001203 | 2 | No |
| 93 | 2.071 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm. | BI01010001010000000000000515BI0100001204 | 2 | No |
AI Tender Summary
Tender Timeline
Jan 20, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 27, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 29, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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