Construction / Retrofitting Of Pipe Water Supply Scheme At Karandi Tarf Kudal, Tal. Jaoli, Dist- Satara
Tender Overview
Project Description
Construction / Retrofitting Of Pipe Water Supply Scheme At Karandi Tarf Kudal, Tal. Jaoli, Dist- Satara
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 31-Aug-2022 | 2th Call | Date | 09-Sep-2022 |
| 2 | 11-Sep-2022 | 3rd Call | Date | 17-Sep-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | SUBWORK NO.1STRENGTHING TO RISING MAIN (Gaothan) |
| 2 | Item No: 1- Excavation for foundation /Pipe trenches in Following startaincluding removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation and excluding back filling etc. |
| 3 | A) Soil |
| 4 | B) Hard Murum |
| 5 | C) Hard Murum & Boul. |
| 6 | D) Soft Rock. |
| 7 | E) Hard Rock.by Chiseling |
| 8 | Item No: 2- Providingsupplyingin standard length HDPE pipes conforming to IS 4984/14151/13488 with necessary jointing materials like mechanical connectors i.e. thread/ insert joint/quick release coupler joints including all taxes ( central and local ) transporation and freight charges inspection charges etc. |
| 9 | A) 90 mm dia HDPE 10 Kg/Sq.Cm Pipes |
| 10 | Item No: 3- Lowering laying and jointing HDPE pipes in proper position including all special by compression fitting / electrofusion and butt fusion jointing procedure including hydrualic testing as per relevant IS code etc. |
| 11 | A) 90 mm dia HDPE 10 Kg/Sq.Cm Pipes |
| 12 | Item No: 4- Providing & Supplying medium class P.V.C.Pipes / G.I. Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testingetc. |
| 13 | A) 80 mm dia G.I.(M) Pipes |
| 14 | Item No: 5- Lowering laying and jointingG.I. Pipes of medium class including conveyance from stores to site all labour giving satisfactory hydraulice test etc. |
| 15 | A) 80 mm dia G.I. (M)Pipes |
| 16 | Item No: 6- ProvidingSupplying & fixing Electro Fusion fitting in accordance with BS EN12201 Part- 3 for drinking water with in black / blue colour including inspection charges transportion etc. complete |
| 17 | A) 90 mm HDPE Coupler |
| 18 | B) 90 mm HDPE Tee |
| 19 | Item No: 7- Supplying and erectingB class G.I. Bend & Tee in position with necessary materials etc. |
| 20 | A) 80 mm dia G.I. Bend |
| 21 | B) 80 mm dia G.I. Tee |
| 22 | Item No: 8- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tstingetc |
| 23 | A) 12/15 mm dia Air Valve |
| 24 | B) 80 mm dia Non Return Valves |
| 25 | C) 80 mm dia Sluice Valves |
| 26 | Item No:9- Hydraulic teting of G.I. Pipes line to specified pressure including cost of all materials and labour and water for testingfor the length up to 1 Km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipment etc. |
| 27 | A) 90 mm dia HDPE 10 Kg/cm2Pipes |
| 28 | Item No: 10- Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc. |
| 29 | SUBWORK NO.2- EXTENSION TO DISTRIBUTION SYSTEM (Gaothan) |
| 30 | Item No: 1- Excavation for foundation /Pipe trenches in Following startaincluding removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation and excluding back filling etc. |
| 31 | A) Soil |
| 32 | B) Hard Murum |
| 33 | C) Hard Murum & Boul. |
| 34 | D) Soft Rock. |
| 35 | E) Hard Rock.by Chiseling |
| 36 | Item No: 2- Providingsupplyingin standard length HDPE pipes conforming to IS 4984/14151/13488 with necessary jointing materials like mechanical connectors i.e. thread/ insert joint/quick release coupler joints including all taxes ( central and local ) transporation and freight charges inspection charges etc. |
| 37 | A) 63 mm dia HDPE 6 Kg/Sq.Cm Pipes |
| 38 | Item No: 3- Lowering laying and jointing HDPE pipes in proper position including all special by compression fitting / electrofusion and butt fusion jointing procedure including hydrualic testing as per relevant IS code etc. |
| 39 | A) 63 mm dia HDPE 6 Kg/Sq.Cm Pipes |
| 40 | Item No: 4- Providing & Supplying medium class P.V.C.Pipes / G.I. Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testingetc. |
| 41 | A) 50 mm dia G.I.(M) Pipes |
| 42 | Item No: 5- Lowering laying and jointingG.I. Pipes of medium class including conveyance from stores to site all labour giving satisfactory hydraulice test etc. |
| 43 | A) 50 mm dia G.I. (M)Pipes |
| 44 | Item No: 6- ProvidingSupplying & fixing Electro Fusion fitting in accordance with BS EN12201 Part- 3 for drinking water with in black / blue colour including inspection charges transportion etc. complete |
| 45 | A) 63 mm HDPE Coupler |
| 46 | B) 63 mm HDPE Tee |
| 47 | Item No: 7- Supplying and erectingB class G.I. Bend & Tee in position with necessary materials etc. |
| 48 | A) 50 mm dia G.I. Bend |
| 49 | Item No: 8- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tstingetc |
| 50 | A) 50 mm dia Sluice Valves |
| 51 | Item No: 9- Hydraulic teting of G.I. Pipes line to specified pressure including cost of all materials and labour and water for testingfor the length up to 1 Km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipment etc. |
| 52 | A) 63 mm dia HDPE 6 Kg/cm2Pipes |
| 53 | B) 50 mm dia G.I. (M) Pipes |
| 54 | Item No: 10- Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc. |
| 55 | SUBWORK NO.3 PUMPING MACHINERY (Survewadi) |
| 56 | 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 fopr various delivery head and discharge with stainless steel shaft.Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust.The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"sdesign.Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. |
| 57 | 2.00 HP 100 mm Dia. Submersibale Pump |
| 58 | Item No.2 :- Providing & laying HDPE Pipe of following dia.and class including all local and central taxes, octrai, inspection chargestransportation etc. complete. |
| 59 | A) 63 mm dia. HDPE6 Kg/ cm Pipe |
| 60 | Item No. 3 :- L.T. Control Panel BoardDesigning, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial ofVarious Panel Boards as per detailed specifications. |
| 61 | 1) GI sheet fabricated box for panel board 16 gauge1.6 mm |
| 62 | 2) Self Locking arrangement |
| 63 | 3) Marine water proof plywood 12 mm |
| 64 | 4) ELCB as per 16/25 Amp 2pole |
| 65 | 5) Volt Meter |
| 66 | 6) Ammiter |
| 67 | 7) Capacitor polypropylene condenser(HP x 1.5) |
| 68 | 8) Pilot Lamp Set 3 lamp set |
| 69 | 9) D.O.L Starter |
| 70 | 10) Triple pole clad / metal clad switch |
| 71 | 11) Earthing plate |
| 72 | Item No. 4:- Submersible cable -Submersible cable 3 core4.00 Sq. mm |
| 73 | SUBWORK NO.4 RISING MAIN (Survewadi) |
| 74 | Item No: 1- Excavation for foundation /Pipe trenches in Following startaincluding removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation and excluding back filling etc. |
| 75 | A) Soil |
| 76 | B) Hard Murum |
| 77 | C) Hard Murum & Boul. |
| 78 | D) Soft Rock. |
| 79 | E) Hard Rock.by Chiseling |
| 80 | Item No: 2- Providingsupplyingin standard length HDPE pipes conforming to IS 4984/14151/13488 with necessary jointing materials like mechanical connectors i.e. thread/ insert joint/quick release coupler joints including all taxes ( central and local ) transporation and freight charges inspection charges etc. |
| 81 | A) 63 mm dia HDPE 6 Kg/Sq.Cm Pipes |
| 82 | Item No: 3- Lowering laying and jointing HDPE pipes in proper position including all special by compression fitting / electrofusion and butt fusion jointing procedure including hydrualic testing as per relevant IS code etc. |
| 83 | A) 63 mm dia HDPE 6 Kg/Sq.Cm Pipes |
| 84 | Item No: 4- Providing & Supplying medium class P.V.C.Pipes / G.I. Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testingetc. |
| 85 | A) 50 mm dia G.I.(M) Pipes |
| 86 | Item No: 5- Lowering laying and jointingG.I. Pipes of medium class including conveyance from stores to site all labour giving satisfactory hydraulice test etc. |
| 87 | A) 50 mm dia G.I. (M)Pipes |
| 88 | Item No: 6- Supplying and erectingB class G.I. Bend & Union in position with necessary materials etc. |
| 89 | A) 50 mm dia. G.I Bend |
| 90 | B) 50 mm dia. G.I. Union |
| 91 | Item No: 7- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tstingetc |
| 92 | A) 15 mm dia Air Valve |
| 93 | B) 50 mm dia Non Return Valves |
| 94 | Item No: 8- Hydraulic teting of G.I. Pipes line to specified pressure including cost of all materials and labour and water for testingfor the length up to 1 Km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipment etc. |
| 95 | A) 63 mm dia HDPE 6 Kg/cm2Pipes |
| 96 | Item No: 9- Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc. |
| 97 | SUBWORK NO.5 RCC GSR Cap.20000 Liters (Survewadi) |
| 98 | Item.No.1.Excavation for foundation /Pipe trenches in earth soil of all types sand gravel and soft Murum including removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation & excluding back filling etc. |
| 99 | A) Soil |
| 100 | B) H.M. |
| 101 | Item No.2 - Providing & laying in situ C.C.1:2:4 of trap metal for foundation & bedding including formwork & compaction etc.comp. M 150 |
| 102 | Item.No.3.Providing and constructingUCR Masonary for foundation and plinth in CM 1;6 including bailing out water striking out joints etc. |
| 103 | Item No: 4- Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc. |
| 104 | Item No: 5-Desigining ( aesthetically ) and constructing R.C.C. Ground Service Reservoir in. M-300 mix of required capacity. ( Capacity 20000 Liters ) . |
| 105 | RCC GSR Cap.20000 Liters |
| 106 | Item No: 6- Providing & Supplying medium class G.I.Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testingetc. |
| 107 | 40 mm dia G.I. Pipes |
| 108 | 50 mm dia G.I. Pipes |
| 109 | 65 mm dia G.I. Pipes |
| 110 | Item No: 7- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tstingetc |
| 111 | A) 65 mm dia Sluice Valves |
| 112 | B) 50 mm dia Sluice Valves |
| 113 | Item No: 8- Providing and fixing G.I. Pipe railing having 1.0 M height consisting 50*50*6 mm thick angles as verticals with 3 rows of 25 mm dia G.I. pipes of medium classetc.complete. |
| 114 | SUBWORK NO.6- DISTRIBUTION SYSTEM (Survewadi ) |
| 115 | Item No: 1- Excavation for foundation /Pipe trenches in Following startaincluding removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation and excluding back filling etc. |
| 116 | A) Soil |
| 117 | B) Hard Murum |
| 118 | C) Hard Murum & Boul. |
| 119 | D) Soft Rock. |
| 120 | E) Hard Rock.by Chiseling |
| 121 | Item No: 2- Providingsupplyingin standard length HDPE pipes conforming to IS 4984/14151/13488 with necessary jointing materials like mechanical connectors i.e. thread/ insert joint/quick release coupler joints including all taxes ( central and local ) transporation and freight charges inspection charges etc. |
| 122 | A) 75 mm dia HDPE 6 Kg/Sq.Cm Pipes |
| 123 | B) 63 mm dia HDPE 6 Kg/Sq.Cm Pipes |
| 124 | C) 32 mm dia MDPEPipes |
| 125 | Item No: 3- Lowering laying and jointing HDPE pipes in proper position including all special by compression fitting / electrofusion and butt fusion jointing procedure including hydrualic testing as per relevant IS code etc. |
| 126 | A) 75 mm dia HDPE 6 Kg/Sq.Cm Pipes |
| 127 | B) 63 mm dia HDPE 6 Kg/Sq.Cm Pipes |
| 128 | C) 32 mm dia MDPEPipes |
| 129 | Item No: 4- Providing & Supplying medium class P.V.C.Pipes / G.I. Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testingetc. |
| 130 | A) 65 mm dia G.I.(M) Pipes |
| 131 | B) 50 mm dia G.I.(M) Pipes |
| 132 | Item No: 5- Lowering laying and jointingG.I. Pipes of medium class including conveyance from stores to site all labour giving satisfactory hydraulice test etc. |
| 133 | A) 65 mm dia G.I. (M)Pipes |
| 134 | B) 50 mm dia G.I. (M)Pipes |
| 135 | Item No: 6- ProvidingSupplying & fixing Electro Fusion fitting in accordance with BS EN12201 Part- 3 for drinking water with in black / blue colour including inspection charges transportion etc. complete |
| 136 | A) 75 mm HDPE Coupler |
| 137 | B) 63 mm HDPE Coupler |
| 138 | C) 63 mm HDPE Tee |
| 139 | D) 75 mm HDPE Elbow |
| 140 | E) 63 mm HDPE Elbow |
| 141 | F) 75 X 63 mm HDPE Reducer |
| 142 | G) 63 mm HDPE End Cap |
| 143 | Item No: 7- Supplying and erectingB class G.I. Bend & Union in position with necessary materials etc. |
| 144 | A) 50 mm dia G.I. Union |
| 145 | B) 50 mm dia G.I. Coupler |
| 146 | Item No: 8- Hydraulic teting of G.I. Pipes line to specified pressure including cost of all materials and labour and water for testingfor the length up to 1 Km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipment etc. |
| 147 | A) 75 mm dia HDPE 6 Kg/cm2Pipes |
| 148 | B) 63 mm dia HDPE 6 Kg/cm2Pipes |
| 149 | C) 65 mm dia G.I. (M) Pipes |
| 150 | D) 50 mm dia G.I. (M) Pipes |
| 151 | Item No: 9- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tstingetc |
| 152 | A) 65 mm dia Sluice Valves |
| 153 | B) 50 mm dia Sluice Valves |
| 154 | Item No: 10- ProvidingandConstructing B.B.Masonary valves Chamber with 15 cm thick 1.3.6 proportion P.C.C. Beding Size 60 x 45 x 90 cm |
| 155 | Item No: 11- Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc. |
| 156 | SUBWORK NO.7 TRAIL RUN |
| 157 | Item No: 1- Comissioning , running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel operator, valveman etc. as per requirement of the scheme and who should also administer chemical dose for a period of 1 month for regional scheme, together with training of personal spared by MJP/Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer in charge etc complete. |
| 158 | SUBWORK NO.8 NAME BOARD |
| 159 | Item No 1 -Providing and fixing Information sign board of size 1.20 x 0.75 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm. with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground, red Retro reflective sheet Engineering grade, border / letters / numerals and arrow. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 25 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60cm x 75 cm. size as directed by Engineer-in-charge etc. complete. |
| 160 | SUBWORK NO.9 PROVIDING & MAKING HOUSEHOLD CONNECTION |
| 161 | Item No-1 -Providing ,Installing,Giving,new 15mm Dia Household tap connection/Shifting of existing connection on new line including cost of all material such as Ferrule,bend,MDPE/UPVC/GI pipe Etc.including cost of all types of excavation by all means including cost of all labour etc.Complete |
| 162 | With Road Crossing |
| 163 | A) MDPE/UPVC Connection |
| 164 | B) GI pipe Connection |
| 165 | Without Road Crossing |
| 166 | A) MDPE/UPVC Connection |
| 167 | B) GI pipe Connection |
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