Construction Of Water Supply Scheme At Chak Likhitwadatal. Gondpipridist. Chandrapur
Tender Value
1.32 Crore
Estimated cost
Bid Submission
14 Dec 2022
0 days left
EMD
1.33 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gondpipri → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Water Supply Scheme At Chak Likhitwadatal. Gondpipridist. Chandrapur
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Nov-2022 | gghj | Date | 17-Nov-2022 |
| 2 | 18-Nov-2022 | 2022_CHAND_847108_7 | Date | 21-Nov-2022 |
| 3 | 22-Nov-2022 | CHAK LIKHITWADA | Date | 23-Nov-2022 |
| 4 | 23-Nov-2022 | CHAK LIKHITWADA 1 | Date | 25-Nov-2022 |
| 5 | 25-Nov-2022 | WATER SUPPLY SCHEME AT CHAK LIKHITWADA | Date | 29-Nov-2022 |
| 6 | 30-Nov-2022 | WATER SsUPPLY SCHEME AT CHAK LIKHITWADA | Date | 01-Dec-2022 |
| 7 | 02-Dec-2022 | SCHEME AT CHAK LIKHITWADA TAL | Date | 06-Dec-2022 |
| 8 | 06-Dec-2022 | SUPPLY SCHEME AT CHAKLIKHITWADA | Date | 08-Dec-2022 |
| 9 | 08-Dec-2022 | C/O WATER SUPPLY SCHEME AT CHAK LIKHITWADA TAL. GONDPIPRI | Date | 12-Dec-2022 |
| 10 | 12-Dec-2022 | SCHEME AT CHAK LiIKHITWADA | Date | 14-Dec-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Sub work No 1 :- Trial Bore Item No-1Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits together undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quartizite etc. T In Over burden ( soft soil murum) |
| 2 | In weathered rock with boulders |
| 3 | In weathered rock /soft rock |
| 4 | In hard rockother than quirtzite |
| 5 | Sub work No 2:- Construction of R.C.C. Infiltration Well 4.00 Dia. & 6.00M Depth Item No.1:Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuf Lift 0.00 to 1.50 M |
| 6 | Lift 1.50.to 3.00 M |
| 7 | Item No.2:Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiseling as required in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, gua Lift 3.00.to 4.50 M |
| 8 | Lift 4.50.to 6.00 M |
| 9 | Item No.3: Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:3:6 (M-100) |
| 10 | Item No.4:Providing and casting in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for R.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, formwork a) Foundation Beam (M-200) Lift 5.00 to 10.00 M |
| 11 | b) Vertical Wall (M-200) Lift 0.00 to 5.00 M Above & Below GL |
| 12 | Lift 5.00 to 10.00 M |
| 13 | Item No.5: Providing and fixing in position steel bar reinforcement of various dia. for R.C.C. piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, Chajjas, lintels, Pardies, copings, fins, arches etc. as per detailed designs, dra Lift 0.00 to 5.00 M |
| 14 | Lift 5.00 to 10.00 M |
| 15 | Item No.6: Dewatering the excavated trenches and pools of water in the building/ trench area by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complet |
| 16 | Item No.7: Providing & fixing in well Steining, 80 mm dia A.C/PVC pipe weep holes 1.5 M c/c staggered, pipe sloping outside well Steining so as to prevent sand coming along with water current including cost of all jointing materials and labour involved with all lead |
| 17 | Item No.8: Filling in plinth and floors/ trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 18 | Item No.9 Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if requried). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the complection of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. |
| 19 | Item No.10 Laying and placing in position shrouding material for porous pipe gallery/slotted gallery/well work with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with g Sand filling |
| 20 | Boulder filling |
| 21 | Sub work No 3:- Construction of Connecting Main (200 mm dia CI Pipe) Item No.1: Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuf Lift 0.00 to 1.50 M |
| 22 | Lift 1.50.to 3.00 M |
| 23 | Item No.2: Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiseling as required in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, gua Lift 3.00.to 4.50 M |
| 24 | Lift 4.50.to 6.00 M |
| 25 | Item No.3: Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:3:6 (M-100) |
| 26 | Item No.4: Dewatering the excavated trenches and pools of water in the building/ trench area by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complete. |
| 27 | Item No.5: Providing and supplying ISI mark CI s/s (Push on joint pressure pipe of CI of following class and dia confrming to the IS specification including cost of jointing material including all statically etc. complete 200 mm dia CILA |
| 28 | Item No.6: Lowering laying & jaointing with SBR rubber ring gasket CI s/s pipe DI K-7/ DI K-9 of various classes etc. complete 200 mm dia CILA |
| 29 | Item No.7: Providing and supplying ISI mark C.I.D.F. sluice valves of following dia.Including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to site, unloading, stacking, etc. complete 200 mm dia. CIDF Scour/ Sluice Valve (PN 1.0) |
| 30 | Item No.8: Lowering, laying and jointing in position following CIDF Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.200 mm dia. CIDF Scour/ Sluice Valve (PN 1.0) |
| 31 | Item No.9: Filling in plinth and floors/ trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 32 | Sub work No 4:- Supply well 6.00 m dia& 18.00 M Deep Item No. 1 Excavation in general in Soft material comprising ofsoft soil ,hard murum with boulders etc as required in wet or dry condition for head worksincluding removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete. Lift0.00to 1.50 m |
| 33 | Lift1.50to 3.00 m |
| 34 | Lift3.00to 4.50 M. |
| 35 | Lift4.5to 6.00 M. |
| 36 | Lift 6.00 to 7.5 M. |
| 37 | Lift 7.50 to 9.00 M. |
| 38 | Item No. 2 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc by blasting / controlled blasting, chiselling as required in wet or dry condition for Head works i.e. Intake well connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling. Lift9.00to 10.50 M. |
| 39 | Lift 10.50 to 12.00 M. |
| 40 | Lift 12.00 to 13.50 M. |
| 41 | Lift 13.50 to 15.00 M. |
| 42 | Lift 15.00 to 16.5 M. |
| 43 | Lift 16.50 to 18.00 M. |
| 44 | Item No.3 Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. Lift 5.00 to 10.00 M ( M150 ) |
| 45 | Item No.4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)Lift 5.00 to 10.00 M ( M300 ) (As per rate analysis) + 10% extra for lift 5 to 10.00 m |
| 46 | Item No.5 Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-300 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase. Walling( Lift 0.00 to 5.00 m.) |
| 47 | Walling( Lift 5.00 to 10.00 m.) |
| 48 | Item No.6 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ) etc. complete. |
| 49 | Item No.7 Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel. Lift 0.00 to 5.00 |
| 50 | Lift 5.00 to10.00 |
| 51 | Item No. 8 Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts. |
| 52 | Item No. 9 Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering compaction, etc. complete. |
| 53 | Item No. 10 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete. |
| 54 | Item No. 11 Providing structural steel work in single stanchions composed of RSJ, channel etc with caps, bases, mild steel plates, angles, brackets cleats, gusset plates, anchor bolts, etc as per detaild design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted/ wided connections and one coats of anticorrosive paint and over it two coats of oil painting etc complete. |
| 55 | Item No.12 Providing & fixing G.I. Railing having 1 M. height consisting 50x50x6mm thick M.S. angles as verticals at 1.5M c/c and additional posts at every corner with 3 rows of 25mm dia G.I. Pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape etc complete. |
| 56 | Item No. 13 Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts. |
| 57 | Item No. 14 Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. 8 mm thick |
| 58 | Item No. 15 Carrying out recuparation / Yield test for ascertaining the discharge of constructed well / excavated profile as directed by Engineer - In - Charge. The test carried out by drawing down water from the well / profile below normal / subsoil water level upto full depth rise is recorded. The normal water level / subsoil water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, overload, labours etc. complete as directed. |
| 59 | Item No. 16 Providing and fixing in position C.I. Type dapura steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc. complete as directed by Engineer-in-charge. |
| 60 | Item No. 17 Drilling bore well of 115 mm dia. Including transportation charges of required machinery. For Horizontal Bore Well |
| 61 | Sub Work No 5 :- Pure Water Pumping Machinery At SupplyWell Item No. 1 Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. 4H.P. Submerssible Pump discharge 8490 LPH head 63m |
| 62 | Item No. 2 Supplying, installing, testing and commissioning of solar waterpump of 5 HP capacity, DC submersible type (withcontroller) 100800 LPD/ 67200LPD/ 45600LPD, total head of 50m/70m/ 100m, comprising of 4800Wp/4800Wp/ 4800Wp/ PV array respectively mounted on GI structure with necessary hardware with 5 years on site performance warrantee. Specification no. ESD-SWPS 5 HP solar water pump |
| 63 | Item No. 3 Providing & errecting ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc.complete as per IS-1239/2004. 80 mmDia |
| 64 | Item No. 4 Providing and fixing L.T. Panel comprising of ameter, voltmeter switches capacitor, water level guard etc. 4 H.P. Submerssible Pump |
| 65 | Item No. 5 Providing , supplying & fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) 80 mm Dia |
| 66 | Item No. 6 Providing, erecting connecting double flanged Sluice Valveconfirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc.complete.Sluice valves - PN - 1 80 mm Dia |
| 67 | Item No. 7 Supplying errecting G.I. pipes A grade errected for enclosing armoured cable 25 mm diafor underground and above ground cable with etc. complete to cover the cable all over. 40 mm Dia for cable |
| 68 | Item No. 8 Providing & fabricating of suitable size base frame for submerssible pump sets. |
| 69 | Item No. 9 Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. 3x4sqmm |
| 70 | Item No. 10 Providing & supplyingC.I. Specials flanged including all taxes ( central and local ) railway freight insurance unloading from railway wagon loding into truck transport to site etc complete. |
| 71 | Item No. 11 Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. 80 mm Dia |
| 72 | Item No. 12 EARTHINGSupplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP |
| 73 | Item No. 13 Providing & making flanged joints to flanged C.I pipes of all classes/specials etc including cost of all jointing materials ( rubber packing,nut bolts etc),labour,hydraulic testing etc complete. 80 mm dia |
| 74 | Sub Work No 6 :- Pure Water Pumping Machinery At IntakeWell Item No. 1 Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. 1.5 H.P. Submerssible Pump discharge 8490 LPH head 13m |
| 75 | Item No. 2 Providing & errecting ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc.complete as per IS-1239/2004. 80 mmDia |
| 76 | Item No. 3 Providing and fixing L.T. Panel comprising of ameter, voltmeter switches capacitor, water level guard etc.1.5 H.P. Submerssible Pump |
| 77 | Item No. 4 Providing , supplying & fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) 80 mm Dia |
| 78 | Item No. 5 Providing, erecting connecting double flanged Sluice Valveconfirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc.complete.Sluice valves - PN - 1 80 mm Dia |
| 79 | Item No. 6 Supplying errecting G.I. pipes A grade errected for enclosing armoured cable 25 mm diafor underground and above ground cable with etc. complete to cover the cable all over. 40 mm Dia for cable |
| 80 | Item No. 7 Providing & fabricating of suitable size base frame for submerssible pump sets. |
| 81 | Item No. 8 Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. 3x4sqmm |
| 82 | Item No. 9 Providing & supplyingC.I. Specials flanged including all taxes ( central and local ) railway freight insurance unloading from railway wagon loding into truck transport to site etc complete. |
| 83 | Item No. 10 Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. 80mm Dia |
| 84 | Item No. 11 EARTHINGSupplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP |
| 85 | Item No. 12 Providing & making flanged joints to flanged C.I pipes of all classes/specials etc including cost of all jointing materials ( rubber packing,nut bolts etc),labour,hydraulic testing etc complete. 80 mm dia |
| 86 | Subwork No 7 :- CONSTRUCTION OF SWITCH ROOM AT PROPOSED SUPPLY WELL ( 2.27 X 2.27 X 3.0 M) Item No.1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. ITEM NO.1+ 10% Extra for Naxalite Area |
| 87 | Item No.2 Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 88 | Item No.3 Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. |
| 89 | Item No.4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Footing M 200 |
| 90 | Item No.5 Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase. 1) Columnin M200 |
| 91 | 2) Beam & Lintelin M200 |
| 92 | 3) Chajjain M200 |
| 93 | 4) Slabin M200 |
| 94 | Item No.6 Providing 2nd Class B.B masonary with conventional bricks in CM as below in foundation and plinth including normal dewatering, striking joints on unexposed faces, raking out joints on exposed faces and watering etc complete in Cement Mortor (1:6) |
| 95 | Item No.7 Providing 2nd Class B.B masonary with conventional bricks in CM as below in superstructure including normal dewatering, striking joints on unexposed faces, raking out joints on exposed faces and watering etc complete in Cement Mortor (1:6) |
| 96 | Item No.8 Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel. |
| 97 | Item No. 9 a)Providing and fixing steel windows of various sizes as per detailed drawings with welded square bars 12 mm at 10 cm centre to centre without hot dip Zinc coating without / with ventilator including fabrication glazing with non- acetinic/plain/obscured glass panels of approved type and quality, all fixtures and fastenings without teak wood boxing, and architraves and finishing with one of primer complete. (with flash butt welding) (Sample to be got approved from Ex. Engineer before use)b) With M.S. Box frame of size 40mm x 40mm x2mm thickness all around |
| 98 | Item No. 10 Providing and fixing frame with/without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering ,rounding, rebating, iron hold fast of size 300mm x 40mm x 5mm with oil painting, etc. complete Door Frame |
| 99 | Item No. 11 Providing and fixing single leaf panelled door shutter with out fan light and shutter 35mm thick as per drawing consisting of T.W. top rail size 100mmx35mm and bottom and lock rail 200mmx35mm insert panel 12mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin (Generally confirming to IS I3097)excluding frame,including stain less steel fixtures fastening and T.W. beading at junction of panels insert sand as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. |
| 100 | Item No. 12 Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete. |
| 101 | Item No. 13 Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. |
| 102 | Item No. 14 Providing 12mm thick cement plaster in one coat in 1:4 cement mortar without neeru finish to concrete brick or stone surfaces in all positions including sculibiding and curing etc. complete ( Bd-L 5/368) 12 mm thick |
| 103 | 15 mm thick |
| 104 | Item No. 15 Providing and applyingthree coats of water proof cement paint of approved manufacture and of approvedcolour and shade to new plastered surface including scafflodingif necessary , cleaning and preparing the surface,watering for two dayas complete.(Sample and brand is to be got approved from Executive Engineer before use) |
| 105 | Item No. 16 Providing and applying primer coat for wall surface to receive oil bound distemper treatment. |
| 106 | Item No. 17 Providing and applying washable oil bound distemberof approvedcolour and shadetoold and newsurfaces includng scaffolding , preparing the surfaces (excluding the primer coat) etc complete. |
| 107 | Item No. 18 Providing & laying rough Shahabad Stone flooring 20mm to 25 mm thick & of required width in plain/diamond pattern on a bed of 1:6 C.M including cement float,striking joints,pointing in cement morter 1:3 curing & cleaning etc. complete ( Bd-M-1/379) |
| 108 | Item No. 19 Providingelectrical work including casing fitting in switch room etc. complete |
| 109 | Sub Work No 8 :- RISING MAIN Item No.1Providing and supplying in standard lengths ISI mark rigid unplastised PVC pipes suitable for potable water with solvent cementjoints including cost of solvent cement, as per IS specification 4985/ 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading conveyance to the department stores / site and stacking the same in closed shed duly protected from sun rays and rains etc.complete.(with third party inspection) 90mm dia P.V.C 6 Kg/cm2 pipe |
| 110 | Item No.2Providing and supplying ISI mark C.I. S&S pipes (push on joints pressure pipes of C.I of following class and diameters confirming to the I.S.specification inclusive cost of jointing materials(Rubber gasket of EPDM Quality) excluding GST levied by GoI and GoM in all respect, Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store/site of work,unloading, stacking etc. completed as directed by Engineer –in-charge (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / revision with amendments forRubber Gaskets. 80 mm Dia CI LA Class |
| 111 | Item No. 3 Providing & supplying PVC / GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.) |
| 112 | Item No. 4 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984) 80 mm diaNon return valve |
| 113 | Item No. 5 Providing and supplying Air valves of following dia. as per IS-10845 and MJP\"s standard specifications of approved make and quality of following diameters including all taxes (Central and local) railway freight, inspection charges, unloading from wagons, loading into truck, transportation upto department stores / site, unloading and stacking etc complete. Air valve signle Ball Flanged / Screw Type PN-1.00 25 mm dia Single Ball Air Valve |
| 114 | Item No.6 Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. ITEM NO.1+10% extra for naxalite area |
| 115 | Item No.7 Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 116 | Item No.8 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 117 | Item No.9 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. |
| 118 | Item No.10 Lowering laying and jointing with P.V.C. pipes and specials of following diameter including cost of conveyance from stores to site of work including cost of all labour, material except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete. (with cement solvent joint / ring fit joint), Working Pressure 6Kg./Sqm 90mm dia P.V.C 6 Kg/cm2 pipe |
| 119 | Item No.11 Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI/ MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc.complete.Note : Only SBR Rubber gaskets to be used as perIS-5382 and IS-12820. 80 mm Dia CI LA Class |
| 120 | Item No. 12 Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge80 mm diaNon return valve |
| 121 | Item No. 13 Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all classof valves). 25 mm dia Single Ball Air Valve |
| 122 | Item No. 14 Providing and fixing in position air valve shaft including providingand fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe lineUpto 150 mm dia. Pipe line |
| 123 | Item No. 15 Providing and fixing in position M.S. Air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x3 mm size M.S. angle frame, concre- ting in M-150 for fixing the box in position,applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge. For single ball air valve |
| 124 | Item No. 16 Providing and supplying ISI standard CI flanged/ S& S specials excluding GST levied by GOI & GOM in all respect including railway freight,insurance, unloading from railway wagon, loading into truck transport to departmentalstore, unloading stacking etc. complete. Air Valve Tee 80 X 80 X80 (All Flanged) |
| 125 | Item No. 17 Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad,Rajashree, etc. cement is permitted.) |
| 126 | Item No. 18 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete. |
| 127 | Item No. 19 Hydraulic testing of PVC pipe line to specified pressure 2019-2020 including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour,operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 90 mm Dia 6 Kg/sq.cm |
| 128 | Item No. 20 Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. 80 mm Dia CI LA Class |
| 129 | Sub Work No 9:- Construction of RCC ESR49000 lit capacity and 12m st.ht. Item No. 1 :-Designing (aesthetically) and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5M. Centre to centre for ESR having capacity upto 500cum and not more than 6 m. c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 M. all labour and material charges including lowering, laying, erecting,, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental desing, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicatiors, lightening conductor, G.I. pipe railing around walkway and top slab, providing spiral stairecase from ground level to roof level & stainless steel ladder in container, MS grill gate of 2 M. height with locking arrangement of approved design BB masonary chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS code the job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge Note :- 1) The design of the structure shall be in accordance with relevant (IS 456-1987,IS 875-1987, IS 3370 - 1965or revised) 2) The design shall satisfy the stipulations as per IS 1983- 1984 and IS 13920 / 1993 for seismic force and IS 11682/1985 for RCC staging of overhead tanks. 3)For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatary. 4) The entire structure shall be in M-250 mix only.However concrete in contact with water such as container , base slab , wall ,roof slab & footing in water born area shall be in M-300. 5) Plain round mild steel bars grade I confirming to IS 432 part -I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed 6) Irrespective of the type of foundation proposed in the design one set of bracing be provided at the ground level. 7) These rates include providing M.S.ladder for ESR\"s upto 2 lakh liters capacity and providing spiral staircase for ESR above 2 lakh lit. capacity. 8) Staging height will have to be designed with stresses of M-200 concrete.However all RCC construction should be done in m 250 except concrete in contact with water shall be designed & constructed in M300. 9) These rates are including the cost of uplift pressure if any and entire dewatering during execution.In case of water logging area where water is struch at shallow depth extra provision of dewatering shall be made as per site condition. 10) All conditions given in the Member Secretary\"s Circular No.MJP/TS-1/350/1668 Dt.2.8.97 and MJP/S-1/350/2127 Dt.13.7.99 shall be strictly followed and additional cost if any, due to these conditions is included in the rates mentioned below. 11) 75% part rate shall be payable for reinforcement cocrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness in given and till that work shall be treated as incomplete. 12) The rates as indicated in the table are excluding the cost of pipes, specials, valves required for inlet, outlet, washout, overflow and bypass arrangements. The scope of the pipe assembly work shall be upto 5 M. beyond outside face of the outremost column. 13) For ESR upto 500 cum capacity CIDF pipes upto 300 mm dia shall be provided and specials should be used. For ESR above 500 cum, M.S. pipes and M.S. specials (minimum 8mm thick uo to 500mm dia. & 10 mm thickness above 500 mm dia.) shall be used with proper anticorrosive epoxy treatment from inside and outside 14) Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT / sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of LS item of ESR. For Extra Item due to change from individual foundation to raft actual increase in concrete and steel be paid as per relevent DSR Item. 15) The rates shall be increased by 30 % for bearing piles upto depth of 10 m and for further increaseed in depth by 5 m each it shall be increased by another 10 5 .These rates are applicable where raft is not feasible for pile foundation sufate resistant cement shall only be used.Single pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR. 16) Theserates are applicable for staging height of 12 m .These rates shall be increased or decreased for per meter variation in the staging height as below. 12 to 16 M staging 2% per m16 to 20 M staging3% per m 20 M and above4% per m 17) Following rates are for seismic zone-III , for Seismic zone-IVthese rates shall be increased by 5%, and for Seismic zone-II these rates shall be decreased by 5% RCC, ESR 49000 lit. capacity & staging height 12 M. |
| 130 | Item No. 2 :-Providing & supplying of ISI CI double flanged pipes including all taxes, insurance, railway freight, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc complete 80 mm dia CIDF pipes |
| 131 | Item No. 3 :-Providing & supplying ISI mark CIDF Sluice Valves and butterfly valves of following diameter including all taxes (Central & Local) railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store, unloading, stacking etc complete 80 mm dia CIDF Sluice Valve |
| 132 | 100 mm dia CIDF Sluice Valve |
| 133 | Item No. 4 :-Providing C.I. / M.S. specials required for above pipes including all taxes transport etc complete Diameter 80 mm to 300 mm |
| 134 | Sub Work No 10 :- Distribution System Item No. 1 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for portable water with solvent cement joints including cost of cojplers, as per IS specification no 4985 /1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing materia i.e. solvent cement, etc complete ( selffit type to be jointed with cement solvent.) Working Pressure 4Kg./Sqcm. 110 mm Dia |
| 135 | 90 mm Dia |
| 136 | 75 mm Dia |
| 137 | Item No. 2 Providing , and supplying Cast Iron Double Flanged Sluice Valve conforming to I.S. - 2806 / 14846 including warn gear arrengement as per test pressure , stainless steel spindle end caps including all taxes, transportation etc. complete. 150 mm dia CIDF Sluice valve 80 mm Dia |
| 138 | Item No. 3 Providing and supplying PVC / G.I. Pipes Specialsetc complete ( 10% of pipes cost) |
| 139 | Item No. 4 Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. 0.0 to 1.50. ITEM NO.1 + 10% extra for naxalite area |
| 140 | Item No.5 Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 141 | Item No.6 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 142 | Item No.7 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete. |
| 143 | Item No.8 Loweringlaying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, rubber ring giving satisfactory hydraullic testing as per IS Code etc complete (with cement sovlent joint / ring fit joint working pressure 4 Kg./Sqm.) 110 mm Dia |
| 144 | 90 mm Dia |
| 145 | 75 mm Dia |
| 146 | Item No. 9 Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge . 80 mm Dia |
| 147 | Item No. 10 Providing and fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavattion in all types of strata and fixing in murum packing etc. complete. 100 X225 mm ( 20 kg ) |
| 148 | Item No. 11 Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. |
| 149 | Item No. 12 Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete. |
| 150 | Item No. 13 Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting placing end cap making arragement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure guages and other necessary equipment labour operation charges etc. required for testing. The rate under these item shall also include cost of restesting if necessary and reinstating to original position Working pressure 4 Kg /Sqcm110 mm Dia |
| 151 | 90 mm Dia |
| 152 | 75 mm Dia |
| 153 | Item No. 14 Providing and Constructing cattle trough in village for domestic cattles in Rural areas |
| 154 | Sub Work No 11:-Miscellaneous Work Item No. 1 Providing and erecting including fabricating 1.6 Mt.high decorative type chain link fencing with panelling made out of M.S. angle 50 mm x 50 mm x 6 mm for frame work with M.S. flat 40 mm x 5 mm welded for fastening chain link with frame angle and chain link mesh of 8 gauge & having hole size 65 mm x 65 mm panelling supported on post made of M.S. flat 50 mm x 6 mm on either side of pannel including fixing posts in C.C. 1:4:8 block and fastening the chain link, painting the exposed structural steel work with oil paint (M.S.flat post to be 1.05 Mtr. in height above ground level), including constructing BB masonary 23 cm thick 0.50 m. in ht. (0.20 m below G.L. and 0.30 m. above G.L.) including cement plaster in C.M.1:5 and colour washing etc. complete. |
| 155 | Item No. 2 Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete. |
| 156 | Item No.3 Providing and fixing board displaying information,such as \"Name of work,Tender cost,Name of Contractor,Work completion and liability period etc\",having rectangular shape of 1.20mx0.90msize made up of 4mm aluminum composite pannel sheet with 0.5 mm skin thickness on eitherside bonded with white retro reflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting-HIP)having pressure sensitive adhesive. Retroreflective sheeting with specified background,border and backside reto reflective symbols,letters,numerals,arrowas per IRC:67 2012 Table No8.3,on M.S.angle of size 35x35x3mm frame with properly cross braced M.S.angles of size35mmx35mmx3mm duly painted includingTwo M.S.angle iron posts of size 65mmx65mmx6mm,3.65 m long painted with alternate black and white bands of 25cm width including all fixtures etc.and fixing the boards in1:4:8 concrete block of size60cmx60cmx75cm including,excavation,refilling,transportation,and labour etc complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. |
| 157 | Sub Work No 12 :- Trial Run Item No. 1 Commisioning runing and maintaining the scheme to quantities rated capacity including manning necessary personal such as operatoter,valvemen etc as per requirnments of the schemes and who should also administer chemecal dose for a period of one month together with training a personal paired by MJP/Local body and handing over the scheme to local body after completion of the above period as directed by engineeres incharge. Note- Required chemicals to be supplied by department free of cost and electricity bill will also be paid by department For single village Without WTP |
| 158 | Sub Work No.13 :- Household Tap Connection Item No. 1 Providing and commissioning individual/household tap connection including necessary materials line ferrul,elbow,nipples,MDPE pipe etc.and all labour etc.complete. No. of Household Connections(Without Road Crossing) |
| 159 | No. of Household Connections(With Road Crossing) |
| 160 | Item No. 2 Providing and constructing solid support to household Tap Connections including all labour and materials etc.complete |
| 161 | Item No. 3 Shifting of existing Household Tap connection to newly laid distribution mains including necessary excavations,saddle and required pipes of 15 mm dia. MDPE class etc. complete. No. of Household Connections(Without Road Crossing) |
| 162 | No. of Household Connections(With Road Crossing) |
AI Tender Summary
Tender Timeline
Dec 12, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 17, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 21, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 23, 2022
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 25, 2022
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 29, 2022
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 01, 2022
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 06, 2022
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 08, 2022
18:00 IST
Corrigendum-8 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 12, 2022
18:00 IST
Corrigendum-9 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 14, 2022
18:00 IST
Corrigendum-10 Issued
Clarifications on tender conditions and amendments issued.
CompletedDec 14, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 15, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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