Construction/Retrofitting Of Pipe water supply Scheme At Akhegani, Tal. Jaoli, Dist- Satara
Tender Value
16.27 Lakhs
Estimated cost
Bid Submission
20 May 2022
0 days left
EMD
16270
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jaoli → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction/Retrofitting Of Pipe water supply Scheme At Akhegani, Tal. Jaoli, Dist- Satara
BOQ
| Sl. No. | Item Description |
| 1 | SUB WORK NO 1Repair to Gravity Line |
| 2 | ITEM NO.1- Dismenteling dead pipe line of following dia. G.I. Pipe medium class including breaking joint threading cleaning stacking in position all labour work etc. comp. as directed .(A) 40 mm dia GI (M) Pipes |
| 3 | ITEM NO.2- Providing & Supplying ISI mark G.I.pipes offollowing dia.including all taxes central & local, transportation & Stacking at site of work.etc(A) 40 mm dia GI (M) Pipes |
| 4 | ITEM NO3 - Lowering laying & jointingG.I. pipes offollowing dia.including convayance from stores to site of works all labour charges & giving satisfactory testing etc. comp A) 40 mm Dia.G.I.(M) Pipe |
| 5 | ITEM NO.4 -Providing and suppling & Fixing Bclass G.I. Union of following diaetc.comp |
| 6 | (A) 40 mm dia GI Coupler |
| 7 | (B) 40 mm dia GI unions |
| 8 | ITEM NO.5 - Providing structural steel work in rolled section like joists angles tees etc. as per detail drawing & design including fixing in position without connecting plates & one coat of anti corrosive paint etc. comp.. structural steel work |
| 9 | Item No: 6- Providing & laying insitu cement concrete of grade ( M-150 ) 1:2:4 of trap/ granite /quartizite /geniss metal for foundation and bedding including dewatering formwork compacting and curing etc. P.C.C. M-150 Grade |
| 10 | SUB WORK NO 2 GSR @ Tonpewadi |
| 11 | 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. |
| 12 | A) Soil |
| 13 | B) H.M. |
| 14 | 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 |
| 15 | Item.No.3.Providing and constructingUCR Masonary for foundation and plinth in CM 1;6 including bailing out water striking out joints etc |
| 16 | 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. |
| 17 | Item No: 5-Desigining ( aesthetically ) and constructing R.C.C. Ground Service Reservoir in. M-300 mix of required capacity. ( Capacity 10000 Liters ) |
| 18 | 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. |
| 19 | 40 mm dia G.I. Pipes |
| 20 | 50 mm dia G.I. Pipes |
| 21 | 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 |
| 22 | A) 65 mm dia Sluice Valves |
| 23 | B) 50 mm dia Sluice Valves |
| 24 | 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. |
| 25 | SUBWORK NO.3 EXTENSION TO DISTRIBUTION SYSTEM |
| 26 | 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. |
| 27 | A) Soil |
| 28 | B) Hard Murum |
| 29 | C) Hard Murum & Boul. |
| 30 | D) Soft Rock. |
| 31 | E) Hard Rock. |
| 32 | 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. |
| 33 | A) 63 mm dia HDPE 6 Kg/Sq.cm Pipes |
| 34 | B) 50 mm dia MDPEPipes PN -16 |
| 35 | 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. |
| 36 | A) 63 mm dia HDPE 6 Kg/Sq.cm Pipes |
| 37 | B) 50 mm dia MDPEPipes PN -16 |
| 38 | 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. |
| 39 | A) 50 mm dia (M) G.I. Pipes |
| 40 | B) 40 mm dia (M) G.I. Pipes |
| 41 | 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. |
| 42 | A) 50 mm dia (M) G.I. Pipes |
| 43 | B) 40 mm dia (M) G.I. Pipes |
| 44 | Item No: 6- 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. |
| 45 | 63 mm dia HDPE 6 Kg/Sq.cm Pipes |
| 46 | 50 mm dia (M) G.I. Pipes |
| 47 | 40 mm dia (M) G.I. Pipes |
| 48 | 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 |
| 49 | A) 50 mm dia Sluice Valves |
| 50 | Item No: 8- 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. |
| 51 | SUBWORK NO.4 G.S.R. @ AKHEGANI BAN |
| 52 | Item No: 1-Desigining ( aesthetically ) and constructing R.C.C. Ground Service Reservoir in. M-300 mix of required capacity including excavation in all types of strata foundation concrete container walls bottom slab top R.C.C. roof slab/ordome 20 mm thick cement plaster with water proofing compound in C.M. 1:3 proportion to inside face of the all container including epoxy paint from inside including refilling and disposing of surplus staff within lead of 50 m all labour and materials charges for laying and jointing of pipe assembly for inlet outlet washout overflow and bye pass arragement consisting of C.I./M.I. pipes special and valves of given diameters providing and fixing accessories such as M.S.laster and outside C.I. manhole cover and frame wake top slab B.B.Masonary chamber for all valves ventiliating shafts. including giving satifactory hydraulic test and water lightness test as per I.S. code and providing three coat of cement paint to all expose surfaces of structural including roof surface etc. ( Capacity. 10000 Liters ) |
| 53 | Item No: 2- 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. |
| 54 | A) 65 mm dia G.I. Pipes |
| 55 | B) 50 mm dia G.I. Pipes |
| 56 | Item No: 3- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tstingetc |
| 57 | A) 50 mm dia Sluice Valves |
| 58 | Item No: 4- 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. |
| 59 | SUBWORK NO.5 DISTRIBUTION SYSTEM @ AKHEGANI BAN |
| 60 | Item No: 1- Dismentling dead / old pipeline of following dia. And class including breaking out joint threading cleaning stacking in position etc. complete. |
| 61 | A) 40 mm dia (M) G.I. Pipes |
| 62 | Item No: 2- Providing & Supplying medium classG.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. |
| 63 | A) 50 mm dia G.I.(M) Pipes |
| 64 | B) 40 mm dia G.I.(M) Pipes |
| 65 | Item No: 3- Lowering laying and jointing P.V.C.Pipes / G.I. Pipes of medium class including conveyance from stores to site all labour giving satisfactory hydraulice test etc. |
| 66 | A) 50 mm dia G.I.(M) Pipes |
| 67 | B) 40 mm dia G.I.(M) Pipes |
| 68 | Item No: 4- Supplying and erectingB class G.I. Bend & Tee in position with necessary materials etc. |
| 69 | A) 50 mm dia G.I. Union |
| 70 | B) 50 mm dia G.I. Bend |
| 71 | C) 40 mm dia G.I. Union |
| 72 | D) 40 mm dia G.I. Bend |
| 73 | E) 40 mm dia G.I. Coupler |
| 74 | Item No: 5- 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. |
| 75 | A) 50 mm dia G.I.(M) Pipes |
| 76 | B) 40 mm dia G.I.(M) Pipes |
| 77 | Item No: 6- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tstingetc |
| 78 | A) 50 mm dia Sluice Valves |
| 79 | Item No: 7- Providing and constructing B.B. Masonary valves Chamber with 15 cm thick 1:3:6 proporting P.C.C. bedding excluding excavation B.B. Masonary in c.m. 1:5 proportion precast R.C.C. frame and cover etc. complete as directed by Engineer in charge etc. 60 x 45, Depth 0.90 m |
| 80 | Item No: 8- Providingand laying insitu cement concrete of grade ( M-150 ) 1:2:4 of trap/ granite /quartizite/geniss metal for foundation and bedding including dewatering formwork compacting and curing etc. |
| 81 | SUBWORK NO.6 TRIAL RUN |
| 82 | 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. |
| 83 | SUBWORK NO.7NAME BOARD |
| 84 | 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. |
AI Tender Summary
Tender Timeline
May 09, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 20, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 23, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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