Tender For Construction Of Boundary Wall Laying Distribution, Providing Fhtc, Pump House In Connection With Source Augmentation Of Siripur Piped Water Supply Scheme Of Goalpokhar-I Block In The District Of Uttar Dinajpur Under Raiganj Division, P.H.E.
Tender Value
17.70 Lakhs
Estimated cost
Bid Submission
05 Dec 2022
0 days left
EMD
35407
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
goalpokhar → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Boundary Wall Laying Distribution, Providing Fhtc, Pump House In Connection With Source Augmentation Of Siripur Piped Water Supply Scheme Of Goalpokhar-I Block In The District Of Uttar Dinajpur Under Raiganj Division, P.H.E. Dte.
BOQ
| Sl. No. | Item Description |
| 1 | Contractor Part :-(A)Part A-2 :- Laying of Rising Main includind Specials and Valves etc….... |
| 2 | Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire itemii) No payment will be made without hydraulic test of the pipe line either part or fulliii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost. |
| 3 | a) 150 mm dia |
| 4 | b)200 mm dia D.I Pipe |
| 5 | Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC. |
| 6 | a)80 mm dia to 125 mm dia D.I pipe |
| 7 | b) 150 mm.dia.to 200 mm.dia pipe |
| 8 | Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC. |
| 9 | a) 100 mm dia D.I pipe |
| 10 | b) 150 mm dia. |
| 11 | Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). |
| 12 | A) For CI/DI pipe |
| 13 | a) 150 mm dia |
| 14 | b) 200 mm dia |
| 15 | Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). |
| 16 | A) For CI/DI pipe |
| 17 | a) 150 mm dia |
| 18 | b) 200 mm dia |
| 19 | Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipment stools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost) |
| 20 | a) 100 mm dia D.I, K-9 |
| 21 | b) 150 mm dia D.I, K-9 |
| 22 | Supply and delivery ofdifferent dia. D I specials includingloading unloading and carriage inclusive of taxes and all charges whatsoever |
| 23 | For 100 mm dia |
| 24 | a) FLANGE SPIGOT 100 |
| 25 | b) FLANGE SOCKET 100 |
| 26 | c) Mechanical Collar 100 |
| 27 | i)Double Flanged Bend 100X900 |
| 28 | i)DI/DF short Piece 100X1.0m long |
| 29 | For150 mm dia |
| 30 | a) FLANGE SPIGOT 150 |
| 31 | b) FLANGE SOCKET 150 |
| 32 | c) Mechanical Collar 150 |
| 33 | d) Double Flange Reducer 150X100 |
| 34 | g) Double Flanged Bend 150X 450 |
| 35 | h) Double Flanged Bend 150X 22.50 |
| 36 | Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R-12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list. |
| 37 | a) 100 mm dia. |
| 38 | b) 150 mm dia. |
| 39 | c) 200 mm dia. |
| 40 | Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg.[Reinforcement Type: Other manufactuerers not specified.](a) with 100mm thick RCC cover slab for village road where light traffic run. |
| 41 | a) 80 mm to 150 mm dia pipe |
| 42 | b) 200 mm dia pipe |
| 43 | Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make). |
| 44 | a)100mm dia |
| 45 | b) 150mmdia |
| 46 | Part A-3 :- Laying of Distribution System including supply of UPVC/HDPE pipe, Specials, Valves and other alied works etc….. |
| 47 | Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire itemii) No payment will be made without hydraulic test of the pipe line either part or fulliii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost. |
| 48 | a) 100 mm dia D.I, |
| 49 | d) 200 mm dia D.I, |
| 50 | Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC. |
| 51 | a) 80 mm dia to 125 mm.dia pipe |
| 52 | a) 150 mm dia to 200 mm.dia pipe |
| 53 | Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC. |
| 54 | a) 100 mm dia |
| 55 | b) 200 mm dia |
| 56 | Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipment stools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost) |
| 57 | a) 100 mm dia |
| 58 | b) 200 mm dia |
| 59 | Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R-12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list. |
| 60 | b) 150 mm dia. |
| 61 | c) 200mm dia |
| 62 | Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make). |
| 63 | a)100mm dia |
| 64 | d) 200mm dia |
| 65 | Supply and delivery ofdifferent dia. D I specials includingloading unloading and carriage inclusive of taxes and all charges whatsoever |
| 66 | For 200 mm dia |
| 67 | a) FLANGE SPIGOT 200 |
| 68 | b) FLANGE SOCKET 200 |
| 69 | c) Mechanical Collar 200 |
| 70 | d) Double Flanged Reducer 200X100 |
| 71 | h)Double Flanged Bend 200X22.50 |
| 72 | C.I.D.F. Duck Foot Bend as per I.S. 1538-1976 with latest revision. |
| 73 | Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985-2000 with latest revision and amendments, if any, with necessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S. specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick payment without damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe and specials including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVC fitting i.e. tees,bend, reducers, adopter etc.as per IS:101-1988 and making flange joints including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining anaverage depth of cushion of 1.10mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing direction and satisfaction of the E.I.C. |
| 74 | N.B. i) Manufacturer’s test certificate for UPVC pipe & specials to be produced before laying of pipe line. ii) 3rd party inspection of UPVC pipe & specials to be done by CEPET or (India) SGS/NTH Kolkata or as per direction of EIC as per approved vender list. iii) No part payment at any stage on account of supply of materials shall be entertained. iv) Payment will be made on actual consumption of materials. v) UPVC pipes for the works to be supplied as per approved vendor list and as per direction & satisfaction of EIC. No pipes will be allowed beyond recommendated vendor list.vi) Submission of drawing of pipe line with statement of materials consumed between node to node points against each R.A. & final bill.if so.vii) Any deviation from required clear cover of 1.10mtr.due to site adverse condition, prior permission is to be obtained from EIC and payment for such work will be made on prorate basis over the rate of entire item. viii) All pipe connection shall be completed in all respect and as per directionof EIC. Decision of EIC in this respect is final & binding. In case of any deviation/or any left out pipe connections an amount of Rs.10,000.00 for each pipe connection will be realized/recovered from the bill. ix) No payment will be made without hydraulic test of the pipe line either part or full |
| 75 | (A) Pressure Rating : Class - III(ii) Laying of pipe line including cost of pipe & fittings /specials but excluding cost of valves. |
| 76 | a) 90mm(OD) |
| 77 | b) 110mm(OD) |
| 78 | d) 140mm(OD) |
| 79 | Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg.[Reinforcement Type: Other manufactuerers not specified.] |
| 80 | (a) with 100mm thick RCC cover slab for village road where light traffic run. |
| 81 | a) 80 mm to 150 mm dia pipe |
| 82 | b) 200 mm dia pipe |
| 83 | Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). |
| 84 | a) 90mm(OD) |
| 85 | b) 110mm(OD) |
| 86 | c) 140mm(OD) |
| 87 | For DI pipe: |
| 88 | a) 100 mm dia |
| 89 | c) 200 mm dia |
| 90 | Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). |
| 91 | a) 90mm(OD) |
| 92 | b) 110mm(OD) |
| 93 | d) 140mm(OD) |
| 94 | For DI pipe: |
| 95 | a) 100 mm dia |
| 96 | c) 200 mm dia |
| 97 | HORIZONTAL ROAD CROSSING:Horizontal road crossing by Augor-boring including boring charge, pipe laying and jointing, making baricates, lighting arrangement etc. all complete as per direction of E.I.C. For 80 mm dia. to 200 mm dia. pipes. |
| 98 | Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick. |
| 99 | Ordinary Cement concrete (1:2:4) with graded stone Chips (20 mm nominal size) excluding shuttering & reinforcement,If any, In ground floor as per relevant IS codes, (A) [Pakur Variety].(a) 1:2:4 proportion |
| 100 | Making holes in two sides of wall of culvert/drain or any other structuresin any places for laying any dia pipe line within structures intwo sides of wall of culvert /drain /any structure at any places and mending good damages all complete as per direction of EIC. |
| 101 | Part A-4 :- Providing FHTC etc…… |
| 102 | Providing FHTC from the existing CI/DI/uPVC/HDPE/GI/AC distribution pipeline by Installing 10 mm NB Gun-metal Ferrule conforming to I5 2692:1989 with latest amendments on the said pipeline with supply, fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipeline, specials, nut & bolts, rubber sheet, washers etc and supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16)/20mm OD PPR-C (Class-SDR7.4/PN16) pipes upto required length with all necessary specials 1.0 metre below the ground connecting the ferrule including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge and upto a point just inside the premises of the household or as directed by EIC. Supply and installation of a 15mm dia.alloy iron Bib Cock (tested to 21 Kg/cm2) above 1.0 Mtr. from ground, an alloy Stop Cock of 15 mm dia. with brass spindle (tested to 21 Kg/cm2) to be fitted in a position as directed by E.I.C. G.I pipe of TATA make (medium duly) of 2 metre length with all necessary specials to continue from the end of the PVC/HDPE/PPR-C pipe and upto 1.0 m above ground within the premises of household. Note:-1. PVC pipe shall of Schedule 80 (medium duty) conforming to ASTMD -1785 and threaded to match with GI Pipes as per IS: 1239 (Part-1). 2. PPR-C (Poly propylene Random copolymer) pipe shall be 3-layer confirming to IS:15801 UV stabilised & anti-microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random/fittings. 3. Rate is exclusive of supply and delivery of 10mm NB gun-metal Ferrule.Supply & laying of 15 mm NB PVC (schedule 80/20mm OD HDPE (PE100, PN16)/20mm OD PPR-C (Class-SDR7.4/PN16) pipes. |
| 103 | a) Upto 10m length. |
| 104 | b) Above 10mupto 20m length. |
| 105 | Collection of House Hold Details at Prescribed Format through Mobile App / Hard Copy including Geo-reference as directed by EIC and Submission of the same to PHE Dte. in soft copy. |
| 106 | Provision for extra supply and laying of 15 mmNBPVC schedule80)/20mmOD HDPE (PE100, PN16) pipewith all necessaryspecials 1.0 meter below the ground including cutting trenches in all sorts of soil and filling up trenches as per direction oftheE.I.C., beyond 15 mtr length as consider in item no.1 |
| 107 | Making plain cement concrete (1:2:4) support of 100mm dia (0.6m below GL and 0.3 mabove GL) for fixing 15mm dia GI pipe for FHTC or as per direction of Engineer -in-Charge. |
| 108 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. |
| 109 | (a) upto 150 mm. thick |
| 110 | Making Village Road (average 3m width) crossing by horizontal auger boring for accomodation of laying of average 3 (three) nos 15mm dia GI pipes for FHTC or as per direction oftheEngineer-in-Charge. |
| 111 | Horizontal road crossing by Augor-boring including boring charge, pipe laying and jointing, making baricates, lighting arrangement etc. all complete as per direction of E.I.C. For 80 mm dia. to 200 mm dia. pipes. |
| 112 | Hire and labour charges for shuttering with centering andnecessary staging upto 4 m using approved stout props required bracingfor concrete slabs, beamsand columnslintelscurved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 113 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) of Pankur variety excludingshuttering and reinforcement,if any, in ground floor as per relevant IS codes.Distance of Dakhola stack yard to Chopra =90 Km |
| 114 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary in ground floor.[Excluding cost of chipping over concretesurface]i)15 mm thick plaster with 1 : 4 cement mortar (Rs 161.00- Rs 3.86) |
| 115 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.(Rs 34.00-Rs.1.27) |
| 116 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple,longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre linemeasurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately. For expose work. |
| 117 | ( i) 15 mm dia. medium quality |
| 118 | Part A-5:-Construction Of Boundary Wall With Gate(47 Mtr length) For 2nd Tube-Well. |
| 119 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.Depth of excavation not exceeding 1,500 mm. |
| 120 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)With earth obtained from excavation of foundation |
| 121 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 122 | Cement concrete with graded jhama khoa (30 mm size)excluding shuttering In ground floor and foundation.1:3:6 proportion |
| 123 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracingfor concrete slabs,beamsandcolumns, lintels curved or straight including fitting,fixing and striking out after completion of works (upto roof of ground floor)25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 124 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.For works in foundation and upto roof of ground floor/upto 4 m.(i) Tor steel / Mild Steel ( JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL) |
| 125 | Ordinary Cement concrete (mix 1:1.5:3) with gradedstone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety.(analysis rate of Chopra Block) Ground floor ( upto 4 mtr. Height) |
| 126 | Brick work with 1st class bricks in cement mortar (1:6) In foundation and plinth .(250 mm thick) |
| 127 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor using approved H.B netting in every third layer |
| 128 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary in ground floor.[Excluding cost of chipping over concrete surface] |
| 129 | i) 20 mm thick plaster with 1 : 6 cement mortar |
| 130 | ii)15 mm thick plaster with 1 : 6 cement mortar |
| 131 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.(Rs 34.00-Rs.1.27) |
| 132 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete manufacturer\"s specification and as per direction of theEIC.In Ground Floor:One coat |
| 133 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification andas per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material labour, scaffolding and all incidental charges butexcluding the cost of primer.In Ground floor (Two Coat)a) Normal Acrylic Emulsiona)From foundation level-upto initial 4.0 M height above G.L. |
| 134 | Priming one coat on steel or other metal surface withsynthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 135 | Painting with best quality synthetic enamel paintof approved make and brand including smoothening surface by sand papering etc. including using ofapproved putty etc. on the surface, if necessary with On steel or other metal surface :2(two) coats with Hi-Gloss of any shade except white |
| 136 | M.S. or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.Grill weighing above 16 Kg./sq.mtr and above( as per 3 rd corr. page 91) |
| 137 | Part A-6:- Construction of Pump House (size 4.10 m x 3.50 m out to out) with sanitary and water supply arrangement according to departmental drawing with toilet at Tube-WellSite |
| 138 | Earth work in excavation of foundation trenches or drainsin all sorts of soil (including mixed soilbut excluding latarite and sand stone) but including removing spreading or stack- ing the spoils within in a lead of 75m. As directed and including trimming theof trenches, leveling dressing and rammingsides the bottom, bailingout water etc. as required complete. a)Depth of excavation not exceeding 1500 mm |
| 139 | Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powered earth or local sand. |
| 140 | Cement concrete with graded Stone ballast (40 mm size) excluding shuttering. a)1:3:6 proportion in ground floor & foundation. |
| 141 | Ordinary cement concrete(3:1.5:1) with graded stone chips (20 mm size) nominal size excluding shuttering and reinforcement , if any in ground floor as per relevant IS Code. (a)Pakur variety |
| 142 | Filling in foundation or plinth in layer not exceeding15 cm as directed and consolidatingthe same by through saturation with water ramming complete including the cost of supply of sand.1) With Silver sand. |
| 143 | Brick work with 1st class brick in Cement Morter. (6:1) |
| 144 | a) In foundation and plinth . |
| 145 | b)In superstructure ground floor (6:1) |
| 146 | 125 mm thick brickwork with 1st class bricks in cement mortar (1:4) in ground floor |
| 147 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. Including watering and ramming etc. layer by layer complete. A) With earth obtained from excavation of foundation. |
| 148 | Hire and labour charges for shuttering with centering and necessary staging upto 4 mtr using approved about props and thick hard wood planks of approved thickness with required bracing for concrete slabs , beams,columns,lintels,curved or straight including fitting, fixing & striking out after completion of works(upto roof of ground floor) a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-charge. |
| 149 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. , initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction.a)For works in foundation basement upto roof of ground floor/upto 4 m . i)Tor steel / Mild Steel ( JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL) |
| 150 | 25 mm thick Damp proof course with cement concrete with stone chips (3:1.5:1))(with gradedstone aggregates 10 mm normal size)and paintingthe top surface with a coat of bitumen using 1.7 kg per sq m including heating the bitumen and cost and carriage of all materials complete. |
| 151 | Artificial stone in floor, dado, staircase etc. with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rouding off corners and including raking out joints or roughening of concrete surface andapplication of cement slurry before flooring works, using cement @ 1.75 kg/sq.m. all complete including all materials and labour.In ground floor 3 mm thick topping (high )polishing,grinding on this item is not permitted with ordinary cement). |
| 152 | i) 25 mm thick. |
| 153 | Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc. |
| 154 | Plaster (to wall, floor, ceiling etc)with sand & cement mortar includgrounding off or chamfering corners as directed a ramming out joints or roughening of concretesurface by chamfering etc. including threading noising and drip course where necessary.(Ground Floor) |
| 155 | i) With 1:6 cement mortar |
| 156 | a) 20 mm thick to inside wall |
| 157 | b) 15 mm thick plaster |
| 158 | ii) 10 mm thick cement plaster(1:4) |
| 159 | Woodwork in door and window frame fitted and fixedcomplete includinga protective coat of painting at the contract surface of the frame. A) Neem , Jam, Jackfruit |
| 160 | Panel shutter for door and window as per design (Each panel consisting of single plank without joint)including fitting & fixing the same in position but excluding the cost of hinge and other fitting in Ground Floor(In case of non supply of single plank,penal rate of reduction of 20% will be made) 35 mm thick shutters with 19 mm thick pane of size 30 to 45 cm. sishu/Gamar/Champ/Badam/Bhola/Mogra/Hallak |
| 161 | Supplying fitting, fixing- Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars with/without fixed type ventilators.[The extra rate admissible for the openable portion only] (p-82,i-33) |
| 162 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than150mm apart complete in all respect as per design including cost of all labour and materials |
| 163 | M.S. or W.I. ornamental grill of approved design,joints continuously welded with M.S. WI flats and bats for winding,drilling etc.fitted & fixedwith necessary screw and lugs in ground floor.a)Grill weighing above 10 Kg/Sqm upto 16 Kg/Sqm (in Kg) |
| 164 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (Plastered or concrete surface)as per manufacture\"s specification in ground floor. A) Two Coats (on new cement plaster surface) |
| 165 | a)Priming one coat of timber, plasteredsurface with synthetic enamel/oil bound primer of approved quality including smoothening surface by sand papering etc. |
| 166 | b)on steel or other metal surface |
| 167 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc including using of a approved putty etc on the surface if necessary |
| 168 | a) On timber or plastered surface (with other than hi gloss of approved quality).i) 2 Coats (with any shade except white) |
| 169 | b) On steel or other metal surface (with other than hi gloss of approved quality). i) 2 coats (with any shade except white) |
| 170 | Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) (a) 40mm X 6mm, 250mm Length |
| 171 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. |
| 172 | a) 75 mm x 60 mm x 3.15 mm |
| 173 | b) 100 mm x 75 mm x 3.50 mm |
| 174 | Iron door ring of approved quality fitted and fixed with nut and washer complete. A) 50 mm dia. |
| 175 | Iron socket bolt of approved quality fitted and fixed complete. |
| 176 | A) 150 mm long x 10 mm dia bolt. |
| 177 | B) 300 mm long x 10 mm dia bolt. |
| 178 | Iron Hasp bolt of approved quality fitted and fixed complete (oxidised) with 16 mm. dia rod with centre bolt and round fitting. - 300 mm. long. |
| 179 | Iron catch hook of approved quality fitted and fixed to shutter and chowkat, (a)6 mm dia x 225 mm long |
| 180 | Number Plaque of buildings (Plaque size upto 225 mm x 225mm ) made of cement plaster(2:1)on face of wall or plinth , with 50 mm size letters P.H.E. and the number of the structure formed thereon (in sunk type)including painting the letters complete as per direction. (Cement = 1 Kg/No ) |
| 181 | R.C. shelves (1:1.5:3)) either precast or cast in situ with stone chips and necessary reinforcement upto 1% (0.8 % main and 0.2% distribution bars), shuttering etc. and 6 mm. thick cement plaster (4:1) including neat cement finishing and cutting chase fitting and fixing in position, mending good damages necessary complete. In ground floor (a) 37.5 mm thick panels . Using Tor steel / Mild Steel ( JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL) |
| 182 | Band moulding (horizontal-verticle) rectangular section made with cement plaster 1:4 complete.i) Projection upto 25 mma)Depth or Width 75 mm to 100 mm. |
| 183 | Supplying,fitting and fixing Peet\"s valve fullway gunmetal standard pattern best quality of approved brandbearing I.S.I. marking with fittings . (tested to 21 kg/sq.cm.) (for water lines only).- 15 mm. dia. |
| 184 | Construction of Septic Tank of different capacities as per approved drawing with 1st class brick work in cemnt mortar (4:1)including560 mm dia RCC manhole cover (Heavy type) of approved make supplied , fitted and fixed in the 100 mm thick RCC (3:1.5:1) top slab with necessary fittings, 20 mm thick cement plaster (4:1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4:1) to outside wall upto 200 mm below GL floor finished with 25 mm thick grey artificial stone over 100 mm thick RCC (3:1.5:1) bottom slab including supplying , fitting and fixing all necessary specials fittings ,SW tees CI foot rest etc including excavating earth in all sorts of soil , shoring , bailing out and pumping out water as necessary ,ramming dressing the bed and refilling the sides of the tank with earth ,removing spoils , filling up the chamberwith clear water , removing foreign materials from the chamber and including constructingattached inspection pit as per approved drawing and connecting all necessary pipes ,joints etc with internal plaster work and artifical stone flooring isto be done with admixture of waterproofing compound @ 5% by weight of cement , complete in all respect as per direction of Engineer In Charge. Using Tor steel / Mild Steel ( JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL) |
| 185 | i)for 10 users with 250 mm thick brick work (6:1) (internal size 1800 mm x 600 mm x 11400 mm heiht including free board of 450 mm) |
| 186 | Supplying, fitting & fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make supplied ,fitted fixed in positioncomplete excluding P or S trap.(excluding cost of concrete for fitting)i) 530mm x 410 mm |
| 187 | supplying fitting and fixing10 litre PVC low-down cisternof conforming to I.S. specification with PVC fitting complete C.I.make with either side or bottom brackets including two coats of painting to brackets. |
| 188 | Supplying PVC water storage tank of approved quality with closed lid (Black)-Multilayer. A) 500 litre capacity. |
| 189 | Construction of circular soak well 2.5 mtrs deep in all types of sandy soils with dry brick work upto 1.6 mtrs from the bottom having 150 mm intermediate cement brick work (4:1)band all round and cement brick work (4:1) upto 0.90mtrs from top with 20 mm thick cement plastering (4:1)to inside face upto the depth of cement brick work, 15 mm thick cement plaster (4:1)on outer face from top of the well upto GL and 6 mm thick cement plaster (4:1) on top of the RCCcover slab including filling bottom 1.00 mtr of inside of the well with jhama metal (50 mm to 63 mm size) including RCC cover slab of 100 mm thickness with cement concrete (3:1.5:1) with stone chips with necessary reinforcement and shuttering including one 560 mm dia RCC manhole cover (heavy type) of approved make supplied ,fitted and fixed in the cover slab with necessary fittings , making necessary arrangements for pipe connections ,excavationof well including shoring dewatering and removing the excess earth form the premises as per directioncomplete in all respect with all costs of labour and materials. Using Tor steel / Mild Steel ( JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL) |
| 190 | Saucer drain up to 150 mm width and 75mm depth including cement plaster(3:1) and neat cement finishing. (cement=224.0 Kg/100 mtr) |
| 191 | Supplying, fitting & fixing UPVC pipes A-type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures et. If necessary and mending good damages including joining with jointing materials (Spun yarn, Valamoid / Bitumen / M-Seal etc) complete. (a) 75mm. dia. |
| 192 | Supplying fitting & fixinng with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.5 mtrs depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides) (i) 100 mmdia |
| 193 | Drilling and tapping C.I. main.- upto15 mm. dia. |
| 194 | Supplying \"Godrej\" mortice lock chromium plated with latch and keys 4 levers,including fitting & fixing complete. |
| 195 | Supplying,fitting and fixing Fan Hook for ceiling with1 metre long16mm dia rod complete including mending damages .Payment for damage and repair to be made separately. |
| 196 | Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges.(i) 450 mm X 300 mm |
| 197 | Wash basin white vitreous china of approved make(without fittings)supplied , fitted and fixed in position on 75mm x 75mm x 75mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets. (a) 450 mm x 300 mm size. |
| 198 | supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible,with both ends coupling with heavy brass C.P. nut,15 mm dia.(a)900 mm long. |
| 199 | Cutting holes and subsequent mending good damages. |
| 200 | Supplying , fitting and fixing 30 mm. thick both side prelaminated factory made solid panel PVC door shutter consisting of outer frame made out of MS tubes of 19 gauge thickness and size 19 mm. x 19 mm. for styles, top and bottom rails, MS frame shalll have cost of steelprimers of approved make and manufacture, M.S frame cover with 5 mm.thick head moulded PVC \" C\" channel of size 30 mm. thick 70mm. width out of which 50 mm. shall beflat and 20mm. shall be tapered in 45 degree angle of either side forming styles, and 5mm thick 95 mm. wide PVC sheet out of which 75 mm. shall be flat and 20 mm. tapered in 45 degree on the inner side toform top & bottom rail and 115mm.wide PVC sheet out of which 75 mm. shall be flat and 20 mm. shall be tapered on both sides to form lock rail. Top bottom and lock rails shall be provided either side of the panel with 10mm. ( 5mm. x 2 mm. ) thick , 20 mm. wide cross PVC sheet as gap insert for top rail and botttom rail sheet to be fitted in the M.S frame weled / sealed tothe styles &rails with 7 mm. ( 5mm. + 2 mm. ) thick x 15 mm. wide PVC sheet beading on inner side and joint together with solvent cement adhesive . An additional 5 mm. thick PVC strip of 20 mm. which is to be stuck on the interior side of the \"C\" channel using PVC solvent adhesive etc. com excluding all necessary hardwire as per direction of the E.I.C in ground floor. |
| 201 | Supplying fitting approved type ventilator in position after cutting holes in walls,setting in cement mortar,mending damages to wall and plaster and two coats of paint of approved brand sand shade .Payment of mending two damages of wall & plaster and painting to be made separately. |
| 202 | R.C.C. ventilator of 20 mm thick - upto 0.10 sq.m. area |
| 203 | Constructing inspection pit of inside measurement 600 mm x 600 mm x upto 600 mm (depth)with 250 mm thick 1st classbrick work in cement mortar (1:4)on all sides ,bottom of the pit consisting of 100 mm thick cement concrete(1:3:6)with stone chips over a layer of jhama brick flat soling,15 mm thick (1:4)cement plaster to inside walls and outside walls upto GL and 20 mm thick (1:4)plaster to bottom of the pit,providing necessary invert with cement concrete (1:3:6)with stone chips as per direction,neat cement finishing to entire internal surfaces,top of the pit covered with 100 mm thick RCC slab (1:1.5:3)with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster(1:4) in all external surfaces of the slab and one 560 mm dia RCC manhole cover of approved make supplied,fitted and fixed in the slab with necessary fittings,necessary earth work in excavation in all sorts of soil,filling sides of the pit with earth and removing spoils after work complete in all respects with all costs of labour and materials. -with pakur variety. using Tor steel / Mild Steel ( JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL) |
| 204 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5mm (±0.2mm) made out of single piece extruded PVC profile, with mitredcut joint sand joint with 2nos. of PVC bracket of size 190mm x 100 mm long arms of cross section size 35mm x 15mm & self driven self taping screws, the vertical door profiles to be reinforced with 40 x 20 mm M.S. rectangular tube of 0.8mm, including providing EPDM rubber gasket weathers ealth rough out the frame, including jointing 5mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100 mm long anchor fast eners complete, all as per manufacturer?s specification and direction of Engineer -in- charge. |
| 205 | Supplying , fitting and fixing cast iron \"p\" or \"s\" trap conforming to I.S. 3989/1970 and 1729/1964 including lead caulked joints and painting two coats to the exposed surface.(painting to be paid seperately).- \"S\" Trap - 100 mm. |
| 206 | Supplying,fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground.(payment will be made on the centre line measurements of total pipe line including all specials.No separate payment will be made for accessories,specials,payment for painting will be made separately) |
| 207 | a)15 mm dia medium quality |
| 208 | b)20 mm dia medium quality |
| 209 | Supplying,fitting and fixing alloy iron with brass spindle bib cock/stop cock of approved brand and make, spray painted and tested to 21 kg per sq.cm. - 15 mm. dia. |
| 210 | Supplying,fitting and fixing approved patent vent cowl I.C.I. conforming to I.S.S and painting two coats to the exposed surface with approved paint complete.(Payment of painting will however be paid seperately).- 100 mm dia. |
| 211 | Supplying,fitting and fixing pillar cock of approved make. A)i)CP Pillar Cock-15 mm (equivalent to code no-507 & Model - Tropical/sumthing special of ESSCO or similar brand). |
| 212 | Add GST @ 18% |
| 213 | Add Labour Welfare Cess @ 1% |
AI Tender Summary
Tender Timeline
Nov 19, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 05, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 08, 2022
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