Construction Of Chakuliyadisrty-I ( Ugpl ) , Ex . From K . M . 0 . 390 Of Galudih Left Main Canal .
Tender Value
11.30 Crore
Estimated cost
Bid Submission
27 Sep 2019
0 days left
EMD
11.31 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
GALUDIH → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Chakuliyadisrty-I ( Ugpl ) , Ex . From K . M . 0 . 390 Of Galudih Left Main Canal .
BOQ
| Name of Work: CONSTRUCTION OF UGPL OF CHAKULIYA DISTRIBUTORY-I, EX. FROM K.M. 0.390 OF GLMC. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Jungle clearence in borrow area, building premises, flanks and slopes of the road, canal and embankment by removing the grass and jungle bushes from the top including weding out shurbs including roots and levelling etc. complete as per direction of E/I. | 45950 | Per M² | |
| 2 | 2 | Earth work 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 foundation trenches, removing roots of trees, shurbs all complete as per approved design building specification and direction of E/I. | 191.03 | Per M³ | |
| 3 | 3 | Extra for warthwork in hard soil as per specification and direction of E/I (vide classification of soil item B) | 191.03 | Per M³ | |
| 4 | 4 | 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 50M and lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 2/3rd of excavated earth | 158.51 | Per M³ | |
| 5 | 5 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | 15.22 | Per M³ | |
| 6 | 6 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per buiding specification and direction of E/I. (Mode of measurement compacted volume) | 19.07 | Per M³ | |
| 7 | 7 | Providing designation 75A 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/I. | 85.8 | Per M² | |
| 8 | 8 | Providing P.C.C. M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. (2.5 to 3.0) 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/I. | 15.91 | Per M³ | |
| 9 | 9 | Providing designation 75A brick work in CM (1:6) in foundation and plinth with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10 mm thick mortar joits, cost of screening materials, raking out joints to 15 mm depth, curing, taxes amd royalty all complete as per building specification and direction of E/I | 34 | Per M³ | |
| 10 | 10 | Providing designation 75 A brick work in C.M. (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. (S/R item no. 5.2.11) | 35.14 | Per M³ | |
| 11 | 11 | Providing R.C.C. M-200 with normal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20mm 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, skirting, curing, (but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of E/I. | 10.39 | Per M³ | |
| 12 | 12 | Providing R.C.C. M-200 in band at plinth level with nominal mix of (1:1.5:3) of approved quality of stone chips 20mm 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, skirting, curing, (but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of E/I. | 7.05 | Per M³ | |
| 13 | 13 | Providing R.C.C. M-200 with nominal mix of (1:1½:3) in column with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. (2.5 to 3.0) including screening, centering, 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/I. | 4.42 | Per M³ | |
| 14 | 14 | Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, skirting, curing, (but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of E/I. | 1.87 | Per M³ | |
| 15 | 15 | Providing av. 63mm thick R.C.C.M - 200 with nominal mix of (1:1.5:3) chajja with approved quality of stone chips 20mm to 6mm. size graded and clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, screening, centering, shuttering and mixing cement concrete in mixer and placing in position, vibrating, striking, 6 mm. cement plaster (1:4) in ceiling and sides of chajja with sand of F.M. 1.5 curing (but excluding the cost of reinforcment) taxes and royalty all complete, as per building specification and direction of E/I. | 6.41 | Per M³ | |
| 16 | 16 | Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in BEAM with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. | 2.49 | Per M³ | |
| 17 | 17 | Providing R.C.C. M-20 with normal mix of 1:1.5:3 in ROOF SLAB with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, 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/I. | 4.75 | Per M³ | |
| 18 | 18 | Providing and fixing prestressed steel door frames conformingto IS 4351 manufactured from commercial mild steel sheet of 1.60 mm thickness,including hinges jamb,lock jamb,bead and if required angle threshold of mild steel angle of section 50x25 mm or base ties of 1.60 mm pressed mild steel welded or rigidly fixed together by mechanical means including M.S . pressed butt hinges 2.5 mm thick with morter guards lock strike-plate and shock absorbers as specified and applying a coat of apporved steel primer after pre-treatment of the surface as direction ofEngineer-in-chare.FIXING WITH ADJUSTABLE LUGE WITH SPLIT END TALL TO EACH JAMB | 25.8 | Per M | |
| 19 | 19 | 30mm Thk. Factory made POLYVINYL Choride PVC Door Shutter made of Styles and rains of a UPVC hollo Section of size 60x30mm and wall thickness2mm(+-0.2mm) with inbuilt decorative moulding edging on one side.The styles and rails mitred and joint at the corners by means of ms .galvanised/plastic brackets of size 75x220mm having wall thickness 1.0mm and stainless steel screw.The styless of the shutter reainforced by inserting galvanised M.S tube of size 25x20 mm and 1mm(+-0.1MM) Wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6mm glvanised M.S rod and fastened with nuts and washers,complete as per manufacturers specification and direction ofEngineer-in-chare. | 10.08 | Per M² | |
| 20 | 20 | Supplying, fitting & fixing fully glazed steel door, windows or ventilation of standard rolled 'Z' and mullion steel sections and size as per IS-1038 joints met and welded with 100 x 10 x 3mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15x10x10cm, size icluding cost of oxidised iron fittings, with hinges, handle per steps, catch spring, 3mm thick plain glass panes with aluminium beads and inner frame fixed with lugs with 20mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storiys and taxes all complete as per building specification and direction of E/I. | 13.32 | Per M² | |
| 21 | 21 | Providing TMT bar reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S. rods in position all complete job as per specification and direction of E/I. (i) 8mm dia Bars | 15.03 | MT | |
| 22 | 22 | (ii) 10mm | 6.63 | MT | |
| 23 | 23 | (iii) 12 mm | 10.91 | MT | |
| 24 | 24 | (iii) 16 mm | 17.06 | MT | |
| 25 | 25 | 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. | 493.68 | Kg | |
| 26 | 26 | Providing & fixing FAN HOOK of 16 mm dia M.S. bar, 1 M long bent to required size and shape, placed in position and fluid in the R.C.C. slab-beam at the time of casting all complete as per building specification and direction of E/I. | 15 | Each | |
| 27 | 27 | Providing and laying 6mm precast high glazed tiles in walls over 12 mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing m polishing and cost of curing taxes , and royalty all complete as per building specificatio and diorection and of E/I With commercial grade colour 15x15 cm tiles | 10.53 | Per M² | |
| 28 | 28 | Providing 6 mm. thick cement plaster (1:4) in ceiling with clean coarse sand F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. | 141.37 | Per M² | |
| 29 | 29 | Providing 12mm thick cement plaster(1:6) with clean coarse sand of F.M1.5 including screening , curing with all leads and lifts of water,scaffolging taxes and royalty with all complete as per building specification and direction of E/I. | 145.74 | Per M² | |
| 30 | 30 | Providing 12mm thick cement plaster(1:4) with clean coarse sand of F.M1.5 including screening , curing with all leads and lifts of water,scaffolging taxes and royalty with all complete as per building specification and direction of E/I. | 598.08 | Per M² | |
| 31 | 31 | Providing 1.5mm. Cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. | 18.54 | Per M² | |
| 32 | 32 | Providing 25mm thick first class patent stone 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 carborandum stone, taxes and royalty with all complete as per building specification and direction of E/I. | 46.83 | Per M² | |
| 33 | 33 | Providing PVC pipes (working pressure 4 kg/cm 2 ) Single socketed pipe 110 mm dia. rain water pipe as per specification & direction of E/I. (DSR-14, Code-7189, P-196) | 10 | Per M | |
| 34 | 34 | Providing primer one coat of red lead paint of approved make over new steel surface including prepare in the surface after cleaning, removing rust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (5.8.41) | 50.47 | Per M² | |
| 35 | 35 | Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throughly, scaffolding and taxes all complete as per building specification and direction of E/I. | 50.47 | Per M² | |
| 36 | 36 | Providing two coats of dry distemper of approved shade and make over new surface including washing, cleaning and preparation of wall, caffolding, washing of floors and taxes all complete as per building specification and direction of E/I. | 182.64 | Per M² | |
| 37 | 37 | Providing two coat of snowcem of approved shade and make over one coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scoffolding, curing all taxes all complete as per building specification and direction of E/I. (5.8.24) | 515.72 | Per M² | |
| 38 | 38 | Supplying fitting and fixing vitereous white glazed earthenware WC of parry or Hindustan or any other approved ISS make with 100 mm HCl \"P\" trap 15 liters C.I pull and let go flushing cistern or names or other ISS equivalent make complete with all fitting C.I or C.C brakets 32mm PVC telecopies flush pipe about 2.00M long with brass coupling and clamps G.I chain and pull including supplying and fixing a pair of vitreous white glazed earthen ware foot rest to be fixed in floor 15mm C.I body brass spindle stop cock of weight not less than 50 grams connection pipe 450 long and the exposed pipe and cistern with two coats of red oxide primer etc. all complete as per specification direction of E/I with 580mm long and 12.5 liter low level PVC cistern. (B- 510 mm long-c) | 1 | Each | |
| 39 | 39 | Polyethylene water storage tank of ISI make :Sintex /Himgiri/ Sinter/ Gangolic etc.)withcover and locking system | 500 | Ltr | |
| 40 | 40 | Supplying G.I. pipe (Tata make or equivelent as per IS: 1239 (part-1)/2004 ISI marked/medium quality. | 20 | Per M | |
| 41 | 41 | Supplying labour and tools for fixing GI pipes with red lead yarn of followig nominal bore with screwed do..do.. as per specification and direction of E/I. | 20 | Per M | |
| 42 | 42 | Supply and fixing G.I fittings of approved make all complete as per specification and direction of E/I. (i) Angular stop cock (DWSD, Sl.-42, P-17) | 1 | Each | |
| 43 | 43 | (ii) 15 mm dia C P Nipple | 2 | Each | |
| 44 | 44 | (iii) 15 mm dia elbow | 8 | Each | |
| 45 | 45 | (iv) 15 mm dia Tee | 2 | Each | |
| 46 | 46 | (v) 15 mm dia Plugs | 2 | Each | |
| 47 | 47 | (vi) 20 mm dia Socket | 2 | Each | |
| 48 | 48 | (vii) 15 mm dia Jam Nuts | 5 | Each | |
| 49 | 49 | (viii) 15 mm dia Union | 2 | Each | |
| 50 | 50 | (ix) 15 mm dia Bend with socket | 4 | Each | |
| 51 | 51 | Providing and fixing male end 15mm dia brass bib cock of approved quality (wt. not less than 350 gms.) with exta socket all complete as per specification and direction of E?I. | 4 | Each | |
| 52 | 52 | Point wiring in PVC conduit,with modular type switch,wiring for light point/exhaust fan point call bell point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit,with modular type switch,modular plate ,suitable size G.I. box etc. as required.(1.3) | 10 | Each | |
| 53 | 53 | S/F power plug point with modular type accessories:-Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3pin ,5/6 amps modular socket outlet and 5/6 amps modular type switch connection,painting etc,as required .(1.31) | 4 | Each | |
| 54 | 54 | S/F power plug point with piono type accessories:-Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 6pin ,15/16 amps modular socket outlet and 15/16 amps modular type switch connection,painting etc,as required .(1.32) | 4 | Each | |
| 55 | 55 | Circuit/submain wiring in PVC conduit:-Wiring for Circuit /submain wiring along with earth wire with the following sizes PVC insulated copper conductor ,single core cable in surface /recessed PVC conduit as required (i) 2x1.5 sq.mm+1x1.5 sq.mm earth wire | 165 | Per M | |
| 56 | 56 | (ii) 2x2.5 sq.mm+1x2.5 sq.mm earth wire (1.7.2) | 20 | Per M | |
| 57 | 57 | S/F SP MCB DB: Supplying and fixing of following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (Without MCB/RCCB/ISOLATOR). 12 ways Double Door -(Power +Lighting) DB combined) 4 way (4+12),Double door,Horizontal type (2.9.4) | 1 | Per M³ | |
| 58 | 58 | S/F 'C' Series ,MCB :-Supplying and fixing following ,240 volts,'C' series ,miniature circuit breaker suitable for inductive loads of following poles in the existing MCB,DB complete with connections,testing and commissioning etc.as required.(2.12) 6/32 amp Single pole | 4 | Each | |
| 59 | 59 | S/F ceiling rose :-Supplying and fixing 2 pin 5 amp .Ceiling rose on the existing,junction box/wooen block including connection etc.as required (1.33) | 5 | Each | |
| 60 | 60 | S/F Batten holder:- Supplying and fixing batten/angle holder including connection etc. as required.(1.34) | 5 | Each | |
| 61 | 61 | ITC ceiling fan:- Installtion ,testing and commissioning of ceiling fan,including wiring the rods of standard length (upto 30cm) with 1.5 sq mm FR PVC insulted,copper conductor ,single core cable ,earthing the regulator etc.as requitred (1.44) | 3 | Each | |
| 62 | 62 | S/F Modular type electronic fan regulator:-Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc.as required (1.25) | 3 | Each | |
| 63 | 63 | GI pipe electrode:-earthing with GI earth pipe 4.5 mtr long,40 mm dia including accessories and providing masonary enclosure with coverplate having locking arrangement and watering pipe etc.as required.(But without charcoal or coke and salt).(3.1) | 1 | Each | |
| 64 | 64 | Supplying and laying 6 SWG G.I. wire at 0.5 below ground level of conductor earth Electrod,including soldring etc required | 2 | Per M | |
| 65 | 65 | Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots of shrubs etc. all complete as per specification and direction of E/I. | 2874.25 | Per M3 | |
| 66 | 66 | For ordinary and hard soil (vide classification of soil item A and B). Extra for each Subsequent lift of 1M over the initial lift of 1.5 M. (4 Nos Lift) | 1768.26 | Per M3 | |
| 67 | 67 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I. | 1420.75 | Per M3 | |
| 68 | 68 | Providing and laying P.C.C or R.C.C.M-100 with nominal mix of (1:3:6) in foundation of various components of canal or embankment structures with approved quality of 40mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/I. | 31.54 | Per M3 | |
| 69 | 69 | Providing and laying P.C.C. or R.C.C. M 150 with nominal mix of (1:2:4) in Foundation of various components of canal or embankment structure with approved quality of 20mm, graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc., excluding cost of form work as well reinforcement its cutting, bending and placing complete job as per specification and direction of E/I. | 167.91 | Per M3 | |
| 70 | 70 | Providing and laying P.C.C or R.C.C M-200 with nominal mix of [1:1½:3] in foundation of various components of anal or embankment structure with approved quality of 20mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc., excluding cost of form work as well reinforcement its cutting, bending and placing complete job as per specification and direction of E/I. | 182.18 | Per M3 | |
| 71 | 71 | Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I. | 15.6 | Per M | |
| 72 | 72 | Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S 1838-1983 in expansion or construction joints, all complete job as per specification and direction of E/I. | 1.68 | Per M2 | |
| 73 | 73 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I. | 124.4 | Per M3 | |
| 74 | 74 | Providing and laying P.C.C or R.C.C M-150 with nominal mix of [1:2:4] in foundation of various components of canal or embankment structure with approved quality of 20mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc., excluding cost of form work as well reinforcement its cutting, bending and placing complete job as per specification and direction of E/I. | 177.57 | Per M3 | |
| 75 | 75 | Providing and laying P.C.C. or R.C.C. M 200 with nominal mix of (1:1½:3) in superstructure of various components of canal or embankment structure with approved quality of 20mm, graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc., excluding cost of form work as well reinforcement its cutting, bending and placing complete job as per specification and direction of E/I. | 338.32 | Per M3 | |
| 76 | 76 | Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. | 1346.31 | Per M2 | |
| 77 | 77 | Providing shuttering including strutting proping etc.in various components of canal structures as per specification and direction of E/I. | 786.17 | Per M2 | |
| 78 | 78 | Providing centering including strutting and proping etc and removal after use in deck slab as per specification and direction of E/I. | 316.26 | Per M2 | |
| 79 | 79 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I. | 382.33 | Per M3 | |
| 80 | 80 | Extra for earth work for each subsequent lift of 1.00 m over initial lift of 1.50 m. (For ordinary and hard soil) (vide classification of soil item A and B). 2 No. Extra lift | 676.84 | Per M3 | |
| 81 | 81 | Brick work in designation 75A brick with cement mortar (1:4) in super structure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints to 15mm depth curing, caffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. | 51.92 | Per M3 | |
| 82 | 82 | Supplying, fitting and fixing callapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2mm. At 100mm. Centres and braced with M.S. flat diagonals 20x3mm with top and bottom rails of T. iron 40x40x6mm with 38mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, car riage, hoisting and taxes all complete as per building specification and direction of E/I. | 5 | Per M2 | |
| 83 | 83 | Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface inluding preparing the plastered surface by rubbing wmooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I. | 307.88 | Per M2 | |
| 84 | 84 | Supplying single girder hand operated circular/rectangular travelling crane with 6 m lift complete with chain pully block ISI marked and travelling trolley both tested for 50% overload including travel/circular travel and cross travel with wheel, hand chain etc complete 5 Tonne capacity above 5m to 6m span. | 1 | Each | |
| 85 | 85 | Earthwork in exacavation (As per IS 3114 - 1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in-charge | 20595.6 | Per M³ | |
| 86 | 86 | Earthwork in exacavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) (vide type of soil item-C) with disposal of spoil beyond 500 m but upto 1000 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (considering 30% soft rock) | 8826.67 | Per M³ | |
| 87 | 87 | Providing and suppling in ISI mark centrifugally cast (Spun) Ductile Iron Pipes of 100mm and above all diameter for water works with socket and Spigot and confirming to IS 8329/2000 in standard working lengths of 4.5, 5.5 and 6m for classification and K-9 suitable for push on joint (Rubber gasket) D jointing with cement mortar lining inside the pipes with outside Zinc and bituminous coating Rate are ex-factory, excluding transportation, taxes and duties Contractor profit and overhead charge etc. based on WPI 131.3 (including 1 no. of gasket for each pipe) (K-9). (i) 350 mm dia (DI) | 500 | m | |
| 88 | 88 | (ii) 500 mm dia (DI) | 531 | m | |
| 89 | 89 | (iii) 600 mm dia (DI) | 2205 | m | |
| 90 | 90 | (iv) 800 mm dia (DI) | 2644 | m | |
| 91 | 91 | Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) /D.I. pipe in trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.- 5382- 1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident, all complete (Pipe to be suppllied departmenatlly free of cost and laying of pipes is to bedone as per I.S.S.3114-1985) as per design, specification and direction of E/I. (i) 350 mm dia (DI) \n | 500 | m | |
| 92 | 92 | (ii) 500 mm dia (DI) | 531 | m | |
| 93 | 93 | (iii) 600 mm dia (DI) | 2205 | m | |
| 94 | 94 | (iv) 800 mm dia (DI) | 2644 | m | |
| 95 | 95 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I (for classification for soil item A & B) | 20973 | Cum | |
| 96 | 96 | Supplying labours, tools and tackles for testing of laid CI or UPVC or HDPE or AC/DI pressure pipe upto 60 m head of water all complete as per specification and direction of E/I (Water to be supplied free of cost departmentally). (i) 350 mm dia (DI Pipe) | 500 | m | |
| 97 | 97 | (ii) 500 mm dia (DI Pipe) | 531 | m | |
| 98 | 98 | (iii) 600 mm dia (DI Pipe) | 2205 | m | |
| 99 | 99 | (iv) 800 mm dia (DI Pipe) | 2644 | m | |
| 100 | 100 | Providing and Laying D.I. specials of class (K-12) like branch, bends and tapers, sluice valves, air valves etc. for water supply works suitable for push on jointing (Rubber gasket jointing) conforming to IS 9523 with cement mortar lining for inside surface and outside Zinc coating with Bituminous paint including all other taxes, insurance, carriage to work site with loading, unloading etc, stacking including inspection charges of DGS&D/ SGS and sales tax all complete. (Socketed) (500 mm dia K-9 pipe) (5% of DI pipe cost) (i) 350 mm dia (DI Pipe) | 835.55 | Kg | |
| 101 | 101 | (ii) 500 mm dia (DI Pipe) | 1361.09 | Kg | |
| 102 | 102 | (iii) 600 mm dia (DI Pipe) | 7558.5 | Kg | |
| 103 | 103 | (iv) 800 mm dia (DI Pipe) | 14259 | Kg | |
| 104 | 104 | Supplying labour and tools for laying and jointing C.I. specials in trenches including supplying lead and yarn (Pig lead confirming to ISS: 782-1978 and yarn confirming to ISS : 658/-1972) and making lead caulked joints as per IS specification and direction of E/I. (For all socketted Tee) (i) 350 mm dia (DI Pipe) | 2 | Each | |
| 105 | 105 | (ii) 500 mm dia (DI Pipe) | 2 | Each | |
| 106 | 106 | (iii) 600 mm dia (DI Pipe) | 4 | Each | |
| 107 | 107 | (iv) 800 mm dia (DI Pipe) | 4 | Each | |
| 108 | 108 | Supplying, fixing and fitting the following CI valves confirming to relevant I.S. standard specification including all jointing materials confirming to the relevant B.I.S.specification latest amendment with ISO accreditation and standard specifications. (A) Sluice Valve (PN-1.6). (i) 800 mm dia (DI Pipe) | 2 | Each | |
| 109 | 109 | (ii) 600 mm dia (DI Pipe) | 2 | Each | |
| 110 | 110 | (B) Scour valve (PM-1.6) (i) 800 mm dia (DI Pipe) | 2 | Each | |
| 111 | 111 | (ii) 600 mm dia (DI Pipe) | 1 | Each | |
| 112 | 112 | (C) Air valve3 - Double Valve flange type (i) 800 mm dia (DI Pipe) | 1 | Each | |
| 113 | 113 | (ii) 600 mm dia (DI Pipe) | 1 | Each | |
| 114 | 114 | (iii) 500 mm dia (DI Pipe) | 1 | Each | |
| 115 | 115 | Supplying , Providing and erecting double flanged swing type non - return valve as per IS 5312 (Part-1) PN-1.6 having seating materials of S.S. to AISI - 410 and all cast component of CI to IS : 210 FG - 200. Reflux Valve (PN - 1.6) (i) 800 mm dia (DI Pipe) | 3 | Each | |
| 116 | 116 | (ii) 600 mm dia (DI Pipe) | 2 | Each | |
| 117 | 117 | In pump house on delivery pipe | 3 | Each | |
| 118 | 118 | Supplying and labour charge for pitchng on apron slope of bank with stone boulder duly packed (uncreated) complete job ( materials within 150 m lead and all lifts as per specification and direction of E/I. | 450 | Per M3 | |
| 119 | 119 | Supplying and laying good quality of stone metal of size ( 20 mm to 63 mm ) in rock toe, heel trenches, toe drain as per design and drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. | 225 | Per M3 | |
| 120 | 120 | (i) Supplying, Installation & commissioning of HSCF Motor pumps set Motor & Accessories | |||
| 121 | 121 | Raw water pumping machinery: Supplying, installing & commissioning of water lubricated single/ double stage Horizontal split casing floor pump | |||
| 122 | 122 | 1.1 Details of HSCF Pump:- | |||
| 123 | 123 | (i) Make: - Kirlosker/ Jyoti. | |||
| 124 | 124 | (ii) Discharge capacity: - 473.50 LPS. | |||
| 125 | 125 | (iii) Total Head: - 35M | |||
| 126 | 126 | (iv) Head range:- | |||
| 127 | 127 | (v) Speed :- 1485 RPM | |||
| 128 | 128 | (vi) Maximum turbidity of water that pump should handle:- 5000 ppm. | |||
| 129 | 129 | (vii) No of stage:- Single/ double. | |||
| 130 | 130 | (viii) Total suspension length of column pipe:- | |||
| 131 | 131 | (ix) Lubrication:- Water. | |||
| 132 | 132 | 1.2 Materials for construction:- | |||
| 133 | 133 | (i) Impellor :- Bronze. | |||
| 134 | 134 | (ii) Impellor shaft :- Stainless steel. | |||
| 135 | 135 | (iii) Line drive shaft:- High tensile steel. | |||
| 136 | 136 | (iv) Suction strainer:- MS fabricated. | |||
| 137 | 137 | (v) Column pipe discharge elbow:- MS fabricated. | |||
| 138 | 138 | (vi) Bowl:- Fine grained Cast Iron. | |||
| 139 | 139 | (vii) Sluice valves & NR Valves :- ISI marked. | |||
| 140 | 140 | (viii) CI D/F pipe of required length delivery main including necessary CI D/F specials should be provided. | |||
| 141 | 141 | 1.3 Details of Motor:- | |||
| 142 | 142 | (i) Type: - Vertical hollow/ solid shaft squirrel cage induction motor with class B insulation. | |||
| 143 | 143 | (ii) Make: - Kirlosker/ Jyoti/ Crompton. | |||
| 144 | 144 | (iii) Power Supply: - 380/ 420 Volt, 3 Phase, 50 c/s AC supply (11 KVA) | |||
| 145 | 145 | (iv) Speed: - 1485 RPM | |||
| 146 | 146 | (v) Motor HP: - Suitable for pump 150 HP - 3 Nos. | |||
| 147 | 147 | 1.4 Details of Starter:- | |||
| 148 | 148 | (i) Type:-Oil immersed auto transformer starter. | |||
| 149 | 149 | (ii) Make :- MEI/ KILBURN | |||
| 150 | 150 | 1.5 Accessories:- | |||
| 151 | 151 | (i) Voltmeter: - ISI, marked 0 to 500 volt (4” dia.). | |||
| 152 | 152 | (ii) Ammeter: - ISI, marked 0 to 300 Amp (4” dia.). | |||
| 153 | 153 | (iii) Main switch: - ICTP & N - 300 Amp. 2 No. | |||
| 154 | 154 | (iv) Selector switch: - Standard make. | |||
| 155 | 155 | (v) Phase indicating neon lamp 3 no. | |||
| 156 | 156 | The pump should be installed on MS channel by making RCC M 20 foundation. | |||
| 157 | 157 | The rate includes cost of material, labour, carriage, loading, unloading commissioning all complete job. | |||
| 158 | 158 | Industrial type panel board with power wiring for HSCF Motor pump set complete. | |||
| 159 | 159 | Supplying & laying service line& power wiring 185 sq mm 3½ core Aluminum cable as per specification & direction of E/I. | |||
| 160 | 160 | Power wiring socketing through thumble by crimping machine. | |||
| 161 | 161 | Earthing of pump set complete job. | |||
| 162 | 162 | Installation with foundation complete -1 Job | |||
| 163 | 163 | (A) Suction Pipe:- SUPPLYING, INSTALLATION & COMMISSIONING OF HSCF MOTOR PUMPS SET: A - Suction Pipe--- (i) Supply 300 mm dia C.I. pipe for coloum & Delivery Pipe as per Standard Specification --- 3Nos x 8M | 24 | Per M | |
| 164 | 164 | (ii)Supply of 300mm C.I. flanged joint & Labour rate for fitting & fixing C.I.for 300mm C.I. pipe of 250mm dia with C.I. flamged joint. | 15 | Each | |
| 165 | 165 | (iii) Supply 300mm dia Foot Value having single leather flap and gun metal seating. | 3 | Each | |
| 166 | 166 | (iv) Supplying double flange Sluice Valve 300mm dia P N-1.6 (without byepass arrangement). (DWSD 120 C, P-40) | 3 | Each | |
| 167 | 167 | (v) Labour for fitting Sluice Valve 300 mm dia (DWSD 3.1.35, P-60) | 3 | Each | |
| 168 | 168 | (B) Pump:-(Capacity of Pump Required 150 HP - 3 nos. with 2 nos. run at a time) 150 H.P. Pump Set | 3 | Each | |
| 169 | 169 | Carriage of materials at site (i) Cement & Steel | 530.2 | Per MT | |
| 170 | 170 | (ii) Sand | 529.43 | Per M³ | |
| 171 | 171 | (iii) Stone Chips | 944.88 | Per M³ | |
| 172 | 172 | (iv) Stone Metal | 13.68 | Per M³ | |
| 173 | 173 | (vi) Bricks | 51.93 | Per ‰ nos. | |
| 174 | 174 | (vii) 350mm Dia (DI Pipe) | 523.6 | M | |
| 175 | 175 | (viii) 500mm Dia (DI Pipe) | 556.6 | M | |
| 176 | 176 | (ix) 600mm Dia (DI Pipe) | 2310 | M | |
| 177 | 177 | (x) 800mm Dia (DI Pipe) | 2329.8 | M | |
| 178 | 178 | Add GST @12% | 1 | 12% of Quoted rate | |
| 179 | 179 | Add Labour Cess @1% | 1 | 1% of Quoted rate |
AI Tender Summary
Tender Timeline
Sep 14, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 27, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 30, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender