Tender For Pipe Water Supply Scheme At Akhade/Katkari Wasti (Pvtg), Tal. Jaoli, Dist. Satara
Tender Value
16 Lakhs
Estimated cost
Bid Submission
08 Feb 2024
0 days left
EMD
16001
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
Tender For Pipe water supply Scheme At Akhade/Katkari Wasti (Pvtg), Tal. Jaoli, Dist. Satara
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Feb-2024 | 2nd Call | Date | 05-Feb-2024 |
| 2 | 05-Feb-2024 | 3rd call | Date | 08-Feb-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | SUB WORK NO.1:- STRENGTHNING TO SUPPLY WELL |
| 2 | Item No: 1-Dismantling old stone masonry in lime or cement including stacking the materials as directed with all lead and lifts complete |
| 3 | Item No: 2-Desilting the supply well, Intake well / Head works , sump of water supply etc. in wet or dry condition including lift up to 9.0 m and lead up to 150 m as required beyond the work site, stacking, spreading , including necessary guarding, etc. complete. |
| 4 | Item No: 3- Excavation in general in soft materials comprising of of soils soft Murum sand Hard Murum with boulders in wet or dry condition for Head work i.e. intake well supplying well for lift 1.50 M. and lead 1.50 M. including barricading guarding disposing off surplus excavated stuff with radious of 0.50 Km, excluding refilling as directed etc. |
| 5 | Lift 0.00 to 1.50 M. |
| 6 | Lift 1.50 to 3.00 M |
| 7 | Lift 3.00 to 4.50 M |
| 8 | Lift 4.50 to 6.00 M |
| 9 | Item No: 4- Excavation in general in Hardmaterials comprising of ofsoft Rock, Hard Rock, Manjara Rock etc. by blasting in wet or dry condition for Head work i.e. intake well supplying welletc. for lift of 1.50 M. and lead 150 M including barricading guarding dispoing off surplus excavated stuff excluding refilling as directed etc |
| 10 | Lift 6.00 to 7.50 M |
| 11 | Lift 7.50 to 9.00 M |
| 12 | Lift 9.00 to 10.50 M |
| 13 | Lift 10.50 to 12.00 M |
| 14 | Item No: 5- 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. |
| 15 | Item No: 6- Providing& casting in situ R.C.C.M-300 of trap/ granite/quartizite/geniss metal for approved quality for R.C.C. work as per detailed drawing and designs or as directed by Engineer in charge including normal dewatering formwork compaction finishing the formed surface with C.M. 1:3 of sufficient thickness if special finish is to be provided & curing etc. |
| 16 | A ) R.C.C.Beam M-30 |
| 17 | B) R.C.C.Vertical Wall M-30 |
| 18 | Item No: 7- Providing & fixing in Position Tor / Mild steel bar reinforcement of various diameter for R.C.C. piles caps footings foundation slabs beams coloumns canopies stairacases newels chajjas lintels paradis coping fins arches etc.as per detailed drawing and schedules including cutting bending hooking the bars binding with wires or tackwelding and suporting as required etc. ( including cost of binding wires ) |
| 19 | Item No: 8- Providing Structural steel work in in single stanchions composed of R.S.J. Channels etc. with caps bases mild steelplates angles brackets cleats gusset plates anchor bolts etc. as per detailed design and draing or as directed including cutting fabricating hoisting erecting fixing in position making riveted/bolted/welded connections and one coat of anticorrosive paint and over it 2 coats of oils painting etc. |
| 20 | Item No: 9- Dewatering the excavated trenches and pools of water in well area by using pump and other devoces including disposing off water to distance etc |
| 21 | Item No: 10- Providing and fixing in position CI dapuri steps or 22 mm dia M.S. bar step with proper Anchorage etc. & providing and applying 3 coats of anticorrosive paintetc. |
| 22 | Item No: 11-Providing and fixing 80 mm dia A.C./PVC pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts etc. with all leads and lifts |
| 23 | Item No: 12- Refilling the trenches with available excavated stuff with soft materials first over pipeline & then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc. |
| 24 | Item No: 13- Providing & Taking Horizontal inwell bore to Supply wellin all types of strata by using Mechanical Machinery as directed etc.complete. |
| 25 | A) Horizontal bore (Mechanical Sundivision Approval Rate) |
| 26 | B)Loading/Unloading charges |
| 27 | SUB WORK NO.2 -DISTRIBUTION SYSTEM ( Katkari Wasti ) |
| 28 | 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. |
| 29 | A) Soil |
| 30 | B) Hard Murum |
| 31 | C) Hard Murum & Boulder |
| 32 | D) Soft Rock. |
| 33 | E) Hard Rock. |
| 34 | Item No: 2- Providingsupplyingin standard length polyethelene 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. |
| 35 | A) 63 mm dia HDPE 6 Kg/Sq.Cm Pipes |
| 36 | Item No: 3- Lowering laying and jointing HDPE pipes in proper position including all special by compression fitting / electrofusion and butt fusion jointing procedure as per relevant IS Code complete |
| 37 | A) 63 mm dia HDPE 6 Kg/Sq.Cm Pipes |
| 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 | 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. |
| 41 | A) 50 mm dia G.I. (M) Pipes |
| 42 | 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 |
| 43 | A) 63 mm dia HDPE Coupler |
| 44 | B) 63 mm dia HDPE Tee |
| 45 | C) 63 mm dia HDPE Elbow |
| 46 | D) 63 mm dia HDPE End Cap. |
| 47 | Item No: 7- Providing & fixing following dia.Bend , Union etc complete |
| 48 | B) 50mm dia G.I. Union |
| 49 | Item No: 8-Hydraulice testingof HDPE/ G.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length etc complete |
| 50 | A) 63 mm dia HDPE 6 Kg/Sq.mm Pipes |
| 51 | B) 50 mm dia G.I. (M) Pipes |
| 52 | 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 |
| 53 | A) 50 mm dia Sluice Valves |
| 54 | Item No: 10- 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 0.45 x 90 cm |
| 55 | 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. |
| 56 | SUB WORK NO.3 - Providing & Making Household Connection. ( Katkari Wasti ) |
| 57 | 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 |
| 58 | With Road Crossing |
| 59 | A) MDPE/UPVC Connection |
| 60 | Without Road Crossing |
| 61 | A) MDPE/UPVC Connection |
| 62 | Subwork No .4 - Name board |
| 63 | 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
Feb 05, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 05, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 08, 2024
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 08, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 09, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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