Tender For Balance Work Estimate In Connection With Construction Of Reinforced Cement Concrete Elevated Reservoir Of Capacity 100 Cum And Staging Height 20.00 Mtr. With Allied Works Under Agar & Its Adjoining Moujas Water Supply Scheme Within Sahid M
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Project Description
Tender for Balance Work Estimate In Connection With Construction Of Reinforced Cement Concrete Elevated Reservoir Of Capacity 100 Cum And Staging Height 20.00 Mtr. With Allied Works Under Agar & Its Adjoining Moujas Water Supply Scheme Within Sahid Matangini Development Block Including Supply Of All Labour & Materials Under Tamluk Sub-Division Of Tamluk Division, P.H.E.Dte, Purba Medinipur.
BOQ
| Sl. No. | Item Description |
| 1 | Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades. |
| 2 | Supplying fitting and fixing in position reinforced cement polymer concrete manhole cover with matching frame as per IS-12592 (MD) |
| 3 | a) 5MT load bearing capacity round manhole cover arovided with two nos. lifter hook with machining frame of size 550mm x 65mm(cover) and 650mm x 125mm(frame) opening 470mm and WT. 90KG. approx. |
| 4 | Hoisting, erection ,placing connecting with pipes and specials CIDF pipes, specials) securing with building specials providing stays, clamps as required including cost of staging platform for the work etc.all complete in all respects as per drawing and direction of EIC. |
| 5 | a) 100 mm.dia. (WASHOUT ) |
| 6 | b) 150 mm.dia. (INLET, OUTLET & OVER FLOW) |
| 7 | Making flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts, rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any tools and plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make) |
| 8 | a) 100 mm.dia. |
| 9 | b) 150 mm.dia. |
| 10 | Fitting, fixing Duck foot bend including construction of cement concrete(4:2:1) base with approved grade stone chips and including excavation of earth & filling etc. all complete in all respect as per direction of EIC. |
| 11 | a) 100mm dia (base size 20cmx20cmx35cm) |
| 12 | b) 150mm dia (base size 20cmx20cmx35cm) |
| 13 | Hoisting,fitting,fixing of C.I. bell mouth with puddle collar in RCC work as per drawing specification and direction of EIC all complete. |
| 14 | a) 100 mm.dia. (WASHOUT ) |
| 15 | b) 150 mm.dia. (INLET, OUTLET & OVER FLOW) |
| 16 | Laying of CIDF /D.I Pipes with specials,valves etc. in trenches including excavation in all sorts of soil, moorum, soft rock and refilling the trenches after laying & jointing of pipes etc. all complete as per specification and direction of EIC. |
| 17 | a) 100 mm.dia. |
| 18 | b) 150 mm.dia. |
| 19 | 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] |
| 20 | a) 100 mm.dia. |
| 21 | b) 150 mm.dia. |
| 22 | Making arrangement for water tightness test conforming to the provision laid in IS:3370(Pt-I) 1956 by filling with water upto top water level (TWL) as shown in the drawing and as per direction of EIC. .(if water is supplied by the Department rate shall be reduced as per prevailing departmental rate)) |
| 23 | Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. complete as per direction of EIC. |
| 24 | 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) |
| 25 | (iii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth. |
| 26 | Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings. |
| 27 | A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision. |
| 28 | N.B: For OHR use CIDF class B pipe for inlet, outlet, overflow and washout. |
| 29 | (B) CIDF Duck foot bend as per I.S. 1538 1976 with latest revision. |
| 30 | (C) CIDF Bell mouth pes. with puddle collar as per ISI 1538-1976 with latest revision |
| 31 | (D) C.I.D.F 90˚ Bend as per I.S.1538 (Part-XXI)-1976 with latest amended |
| 32 | Commissioning the R.C.C. over head reservoir by operating of all category of sluice valves , testing of hoisted pipe joints including repairing the leakage(s) if detected , including making inter connections,flange jointing/lead jointing with the newly laid rising main and distribution main all complete as per direction of the EIC. |
| 33 | A) Supply and delivery of CIDF Sluice Valve PN-10 of different dia Make with cast iron double flanged non rising spindle sluice valve generally conforming to I:S 14846-2000 with latest amended if any having body door dome/bonnet and cover of cast iron Gr. - G.F. 200 (ref. IS-210) spindle of IS: 6603 Gr.-12/Cr. 13 non-magnetic, nut and seat rings are Gunmental as per IS: 1538 part IV & VI valves are suitable for maximum working pressure of 10 Kg./ Sq.cm. (seat test) and body tested to 15 kg./Sq. cm. (Test certificate from the manufactureer as well as inspection certificate from third party inspection, agency to be arranged by their own cost and to be approved by E.I.C.) |
| 34 | N.B. The above item should be procured from the reputed manufacturer Viz- Kalpana, Jupiter & Upadhaya or similar approved vender List. (with Cap) |
| 35 | b) 150 mm.dia. |
| 36 | Brick work with 1st class bricks in cement mortar(1:4) |
| 37 | Top of tie beam/plinth level |
| 38 | 20mm thick plaster with sand and cement mortar (4:1) inside ceiling of the tank including rounding off or chmfering corners as directed and raking out joint or roughening of concrete surface curing etc. all complete. |
| 39 | i) 20mm thick plaster (1:4) cement morte |
| 40 | a) GL to top of Ist bracing |
| 41 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface ot received decorative texture 9 matt finish ) or smooth finish acrylic exterior paint including scraping and preparing the surface throughly complete as per manufacturs specification and as per direction of the EIC..In ground floor(ii) two coat |
| 42 | a) GL to top of Ist bracing |
| 43 | Protective and Decorative Acrylic exteror emuilsion paint of approved quality, as per specification and as per direction.of EIC to be applied over acrylic primer as required . The rate includes cost of materials, labour, scaffolding and all incidental charge but excluding the cost of primer. (a) Two coats |
| 44 | i) super protective 100% acrylic emulsion |
| 45 | a) GL to top of Ist bracing |
| 46 | Net cement punning in wall dado,windowsills floor , drain , etc.(at all column below G.L.) |
| 47 | 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 rounding off corners including racking out joints or roughing of concrete surfiace and application of cement slurry before flooring works using cement @ 1.75 kg/sqm. all complete including all materials and labour. a) 25mm thick ( average ) in ground floor. |
| 48 | a) In ground floor |
| 49 | A) For Steel Door (1.05 m. X 2.10 m.) M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S., W.I. Flats and bars for windows, railing etc. fitted and fixed eith necessary screws and lugs in ground floor.(Item no-13 a) (ii), Page No--104)P.W.D Building schedule, 1st Nov 2017 |
| 50 | a) grill weighing above 16kg/sqm |
| 51 | b) for hanging and locking arrangements for gate including supply of materials and labour complete. (15%extra over the corresponding item of grill)(Item no-13 b) (i), Page No--105) |
| 52 | c) 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 than 150mm apart complete in all respect as per design including cost of all labour and materials. A) For Steel door (1.05 m. X 2.10 m.) both faces (Item no-15 , Page No--105) |
| 53 | (b) Priming one coat on steel or other metal surface with synthetic oil bonded primer of approved quality including smoothening surface by sand papering etc. |
| 54 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc on the surface of necessary. |
| 55 | b) on steel or other metal surface. |
| 56 | i) With super gloss (Hi-gloss) |
| 57 | two coats (any shade except white) |
| 58 | Add GST @18% (CGST@9% + SGST@9%) |
| 59 | Add Cess@1% Please Enable Macros to View BoQ information |
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