Tender For Installation Of Solar Based Water Supply (Har Ghar Jal Nal Yojna) At Manjhkulhi Bandhtand Under Jagdish Panchayat.
Tender Value
8.31 Lakhs
Estimated cost
Bid Submission
15 Sep 2023
0 days left
EMD
16700
Bank guarantee accepted
Document Fee
1250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
baliapur → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Installation Of Solar Based Water Supply ( Har Ghar Jal Nal Yojna ) At Manjhkulhi Bandhtand Under Jagdish Panchayat.
BOQ
| Sl. No. | Item Description |
| 1 | (1) Civil WorkEarthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.Extra for earthwork in hard soil as per specification and direction of E/l (5.1.1) |
| 2 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B) (5.1.2) |
| 3 | Filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)(5.1.7) |
| 4 | Providing coarse clean Sand in Filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including\" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). (5.1.10) |
| 5 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. (5.6.3) |
| 6 | Providing P.C.C.M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l. (5.3.1.2) |
| 7 | Providing R.C.C. M - 200 with nominal mix of (1:1.5:3)with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (5.3.2.1) |
| 8 | Centering and Shutering including strutting propping etc.and remove all(Foundation, Footing bases of Column etc for mass concrete) (5.3.17.1) |
| 9 | Centering and Shutering including strutting propping etc.and remove all(Column, Pillers, Piers and abutment etc) (5.3.17.6) |
| 10 | Centering and Shutering including strutting propping etc.and remove all(Lintel, Beams, Plinth Beam and Girders etc) (5.3.17.5) |
| 11 | Centering and Shutering including strutting propping etc.and remove all(Suspended floors roofs landing balconies and access platform ) (5.3.17.3) |
| 12 | Providing designation 75B brick work in C.M. (1:6) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I. (5.2.14) |
| 13 | Providing 50mm thick damp proof course with cement concrete M-150with nominal mix of (1:2:4) with approved as per building specification and direction of E/I(5.3.5) |
| 14 | Providing designation 75B Brick Work in C.M. (1:6) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I. (5.2.14) |
| 15 | ProvidingT.M.T. Reinforcementoffollowing dia Rods as perapproved designand drawing includingcarriage of M.S. Rods of (Straightorin coils)to worksite, cutting, bendingandbinding with annealedwirewithcostofwireremoval ofrustplacingtherods in position all complete as perbuilding specification and direction and direction of E/I. (5.5.5b) |
| 16 | Providing 12mm cement plaster(1:6)with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all completeas per building specification and direction of E/I. (5.7.3) |
| 17 | Providing 6mm cement plaster(1:4) in ceiling with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all completeas per building specification and direction of E/I. (5.7.6) |
| 18 | Providing Two coats ofSnowcem of approved shade & make over a coat of cement primer on new surface including preparing the plaster surface smooth with sand paper scaffolding, curing and taxes all completeas per building specification & direction of E/I. (painting on innner sides ) (5.8.24) |
| 19 | Providing 50mm thick CC Flooring (1:2:4) with stone chips in two layers bottom layer 19mm thick (1:2:4) with 12mm to 6mm. Size graded stone chips and top layer 6mm. Thick (1:2) with 6mm down stone chips. In panels including cost of curing finishing the surface smooth by rubbing with carborndum stone direction of E/I. (5.6.9) |
| 20 | Supplying, fitting & fixing M.S. GRILL made of 20 x 6 mm flat as per approved design and drawing properly fabricated with joints continuous fitted, welded and finished smooth, hoisting as per building specification and direction of E/I. (5.5.12) |
| 21 | Supplying Fitting and fixing 20 guage GCI sheet Gate fitted on M.S. Angle Frame of size 60x60x60mm including cost of fabrication providing necessary locking arrangement with haskal and domny duly fixed in PCC (1:2:4) blocks of required size, applying a priming red lead paint over steel work taxes all complete as per drawing specification and direction of E/I (5.5.29) |
| 22 | Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. (5.8.45) |
| 23 | Carriage of MaterialSand From 15 KM |
| 24 | Bricks from 8 KM |
| 25 | Stone Chips From 10 KM |
| 26 | Cement+Steel From 03 KM |
| 27 | (2) Provision of 1.0 HP DC Solar Motar pump set/water storage tankProvision&InstallationofSolarPoweredsubmersible Autorun&StopDCPumpMotor(900Wp)ofstainless steelsuitableforminimum125mmx115mm borewell operatinghead60.00mdischarge rateminimum2000 LPH withloweringupto57.00msuitable diaHDPE pipe &2.5sq mm x3core flat submersible cable of IS694:1190 including monol /Poly Crystalline PVC array (900WP)mountedonsteelstructureforstoragewater tank (5.00mhigh)in a suitable direction to optimize panel usesandwithstandthewindpressureupto200Km/hour &making suitable arrangements to operated Hand pump manually in the same bore when there is no solar powerincluding5yearswarrantyagainstdefectsin materials and workmanship with locking arrangement of switch board . the system should be ECO-friendly. |
| 28 | Polythene water storage tank of ISI Mark (e.g. Sintex/Sinter/Himgir/Gangotri etc.) with cover and locking system (SOR DWSD Pg. 31 M079) |
| 29 | Supplying ISI marked special Water Tank Assembly Mark-II (G.I.) conforming to IS 15500/2004 with latest revisions suitable for dual water supply arrangement (SOR DWSD Page 41-66(a) |
| 30 | Carrying out recuparation/ Yeild test for ascertaining the discharge of constructed well/ excavetad profile as directed by the EIC. The test carried out by the drawingdownwaterfromthewell/profilebelow normal/subsoilwaterleveluptofulldepthriseis recordedthenormalwaterlevel/subsoilwater level in the well/ profile as well as strainer/ level at pump as per design of W.S. Scheme shall be recordedpriortothetestincludingcostofall materials, Over Load, Labours etc complete as directed. |
| 31 | (3) Construction of Galvanized Tubular Steel Structure Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc asperdetaileddesignanddrawingorasdirectedbyEngineer-in-charge, includingcuttingfabricating, hoisting,erectingandfixinginposition, makingriveted/bolted/weldedconnectionsandonecoatofanticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing andapplyingmaterials&labourforhotdipgalvanizingofabovestructure includingtransportationforgalvanizingminimumthickness80microns(Net wt.ofcomponentstobeGalv)preferablyTATAstructuralsectionetc complete. (DSR 10.16.1) |
| 32 | (4) Estiamte of platform & stand postEarth work in excavationin foundation trenches in ordinary soil (videclassificationof soil item B) and disposal of excavated earth as obtainedto adistanceupto 50 M. including all lifts, levelling, rammingthe foundationtrenches, removing roots of trees, shurbsall complete as per approved design, building specification and direction of E/I. (3.1.1.1 DWSD) |
| 33 | Providing coarse clean Sand in Filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including\" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). (5.1.10) |
| 34 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. (5.6.3) |
| 35 | Providing 75B work in CM(1:6) in foundation and Plinth with approved quality of cean coarse sand of F.M 2 to 2.5 including provding 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per specification and direction of E/I all complete job. (5.2.6) |
| 36 | Providing R.C.C. M - 200 with nominal mix of (1:1.5:3)with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (5.3.2.1) |
| 37 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete asper building specification and direction(5.7.2) |
| 38 | Providing 1.5mm cement punningcuring, carriage of water with all leads and lifts of water, scaffolding taxes and royalty all complete asper building specification and direction(5.7.11) |
| 39 | Supplying, fitting and fixing following pipes, fittings, bib cocks confirming relevant IS specifications including cost of all materials, labours etc all complete job as per standard specifications and direction of E/I.(i) 50 mm dia GI Pipe (Medium) (Wall) (M193 PG 31) |
| 40 | (ii) 15 mm dia GI elbow(3.1.13.1.a) |
| 41 | (iii) 15 mm dia GI nipple (3.1.13.4.a) |
| 42 | (iv)15 mm dia GI socket(3.1.13.8.a) |
| 43 | (vi) 15 mm dia brass bib cock(weight not less than 400gms) (M923 PG 31) |
| 44 | Supplying tools and making connection of new GI distribution branch 15 mm to 50 mm dia with existing GI main by providing and fixing GI Tee including cutting of pipe at two places, threading their ends, providing long screw and a GI nipple all complete as per specification and direction of E/I.(a) 15 mm dia branch line for stand post from 32 mm dia existing distribution line (3.1.20(a) |
| 45 | (5) Rising and Distribution PipeEarth work in excavationin foundation trenches in ordinary soil (videclassificationof soil item B) and disposal of excavated earth as obtainedto adistanceupto 50 M. including all lifts, levelling, rammingthe foundationtrenches, removing roots of trees, shurbsall complete as per approved design, building specification and direction of E/I. (3.1.1.1B) DWSD) |
| 46 | Dismantling plain cement or lime concreta work inluding stacking serviceable materials in countable stacks withing 15M lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. (5.10.2) |
| 47 | Providing P.C.C.M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l. (5.3.1.1) |
| 48 | Rising Supplying G.I. Pipe 50mm dia (TATA or equivalent make) as per 1239 (part-01)/2004 ISI marked / medium quality all complete as per specification and direction of E/l.(M193 DWSDPg31) |
| 49 | DistributionProviding and supplying High Density polythethlene pipe (HDPE) of 20mm to 225 mm OD and pressure 6.0 kg/cm2 and 10kg/cm2 suitable for water supply which is available in all standarad confirming to ISI -4984/14151/12786/13488, ISO4427, DIN -8074 materials rate are ex-factory exculding trasportation, taxes and duites PE-80, PN-10 (ITEMS No-112M 1028)50mm HDPE Pipe |
| 50 | 32mm HDPE Pipe |
| 51 | 25mm HDPE Pipe |
| 52 | Providing and fixing GUN Metal gate valve with c.i wheel of approved quality (screwed end )DSR 18.17.550MM dia |
| 53 | 65MM dia |
| 54 | Providing and supplying High Density polythethlene pipe (HDPE) of 20mm to 225 mm OD and pressure 6.0 kg/cm2 and 10kg/cm2 suitable for water supply which is available in all standarad confirming to ISI -4984/14151/12786/13488, ISO4427, DIN -8074 materials rate are ex-factory exculding trasportation, taxes and duites PE-80,PN-10 (ITEMS No-112M 1028) |
| 55 | Lowering ,Laying and jointing H.D.P.E/M.D.P.E pipe I proper poisition including All specials by compression fitting /electro fusion and butt fusion joining proccedure as per relevent IS CODE complete with all materials for jointingas per IS-7634 part-ii MJP 19-20 SEC-I-IX SL NO 2(I)Distribution50mm HDPE Pipe |
| 56 | 32mm HDPE Pipe |
| 57 | 25mm HDPE Pipe |
| 58 | Supplying and fixing G.I fitting of approved make all complete as per specification and direction of E/I(1) Elbow(a) 15 mm dia |
| 59 | (2) Reducer socket (a) 20x15 mm dia |
| 60 | (3) Nipple (a)15 mm dia |
| 61 | (4) Plain socket(a) 15 mm dia |
| 62 | Providing and fixing G.M terrule of approved make in exisiting C.I/D.I INCLUDING DRILLING AND TAPING c.i/d.i Main all complete as per specification and direction of E/I3mm,6mm,10mm ferrule weight not less than 425 gm (Josr DWSD 3.1.4.1) |
| 63 | Providing and fixing of male ended c.i body brass spindle valve and seat bib cock of approved quality with extra socket all comp as per speciication and direction of E/I (Josr DWSD 3.1.5.2) |
| 64 | (6) Installation of (200x165x125m) deep bore well HYDP (100m)HYDT:Cost of drilling 200 mmx165mmx125m deep bore well in all kinds of soil in rural area for installation of pump set with hydraulic DTH rig machine ,all comp including supplying all material tools \"drilling rig,air compressar and equipment as well as fuel ,lubricants and cost of transportaion of rig machine and other vehicle upto the site (basic rate) (Pg.57/119 (M1035)(i) 0-50 M |
| 65 | (ii) 50 M to 100 M |
| 66 | MS PIPE: Supply all tools ,tackles&lowering of 200 mm dia ms erw casing pipe of 6 mm wall thickness including welding charges,cost of pipe etc all comp job (basic rate) (Pg.58/120 (M1036)) |
| 67 | Supplying all materials, labour, tools& equipments for fitting & fixing 200 mm dia MS cap over casing pipe all complete as per direction of E/I (Pg.58/120 (M1036)) |
| 68 | Supplying all tools, equipment and labour and doing washing, flushing and devlopment of drilled tube well to give clean and clear water all complete as per direction of E/I (Pg. 58/120 (M1036)) |
| 69 | Supplying fitting and lowering 32 mm nominal outer dia pipes all complete as per direction of E/I (DSR 21/ 18.9.4) |
| 70 | Add Signboard & Photo |
| 71 | Goods & Service Tax (G.S.T.) - |
| 72 | Labour Cess - |
AI Tender Summary
Tender Timeline
Sep 08, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 18, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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