Tender For Rrd Under Pdna Damaged Scheme Sr. No. 8373 Lis Shergaon Dated 07-19-2023 At Location In 30 56 36 N 77 16 17 E Under Jal Shakti Sub Division Chandol Tehsil Rajgarh Distt. Sirmour (Sh:- Repair Of Pump House, Providing Laying And Jointing Gms
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Project Description
Tender for Rrd Under Pdna Damaged Scheme Sr. No. 8373 Lis Shergaon Dated 07-19-2023 At Location In 30 56 36 N 77 16 17 E Under Jal Shakti Sub Division Chandol Tehsil Rajgarh Distt. Sirmour (Sh:- Repair Of Pump House, Providing Laying And Jointing Gms Pipe Of 150 Mm Dia In Main Line, Supplying And Erection Of Ksb Pump And Supplying And Erection Of 75 Hp Motor Of Crompton Make) Eastimated Cost:- 2500384/- Earnest Money:- 50000/- Time:- 6 Months
BOQ
| Sl. No. | Item Description |
| 1 | Providing &fixing 1 mm thick M.S. sheet door with frame of 40 mm x 40 mm x 6 mm angle iron 3.15 mm M.S.gusset plates at the junctions and corners, all necessary fittings complete including applying a priming coat of red lead paint including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge. |
| 2 | Applying a priming coat over new steel and steel based surface after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and knotting, ready mixed paint brushing red lead , red oxide/ zink oxide chrome including all leads, lifts and carriage of material and as directed by the Engineer Incharge. |
| 3 | Painting Two coat (excluding priming coat) on new steel and steel based surfaces with ready mixed paint brushing to give an even shade including clearing of all dirt, dust and other foreign matter sand paper and stopping:- with ready mixed paint other than white, including all leads, lifts and carriage of materials and as directed by the Engineer Incharge. |
| 4 | Cement concrete flooring 1:2:4 ( 1cement : sand : 4 graded stone aggregate 20mm nominal size) and laid in one layer finished with a floating coat of neat cement, 40mm thick including all leads lifts and carriage of material at site as as per the direction of the Engineer incharge. |
| 5 | 15 mm cement plastering in single coat on rough side of brick/stone masonary for interior plastering up to floor two level including arrises internal rounded angles of brick/stone masonary for interior plastering up to chamfers, and/or rounded angles not exceeding 80mmin in girth and finished even and smooth in C.M.1:6 (1Cement:6 Sand) |
| 6 | 6mm thick cement plaster to ceiling in cement mortar 1:3 ( 1 cement : 3 sand) including all leads , lifts and carriage of material at site and as directed by the Enginner Incharge. |
| 7 | White washing with lime on undecorated wall surface two coat to give an even shade including throughly brooming the surface to remove all dirt dust and other foreign matter including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 8 | Hiramachi colour wash on undecorated wall surface ( Two coats) to give an even shade including throughly brooming the surface to remove all dirt, dust and other foreign matter including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 9 | Excavation in drains and channels etc in earth work in all kinds of soil such as kankar moorum , shingles, conglomerate saturated soil decomposed of soft rock & hard rock by blasting including dressing of sides and beds, disposing of excavated earth with in all leads and lifts, disposed earth to be levelled and neatly dressed and then returing the stacked soil in to foundation and trenches etc including ramming and watering and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge. |
| 10 | Providng and Laying in trenches to be levelled to grades, IS marked Gl Flanged pipes of following diameters conforming to IS 1239-191 (Part II)(Latest with up date ammendments) having minimum wall thickness as for class of pipe specified below jointed with flanges conforming to tables as specified below of BIS 6392 -1971 (latest with up to date ammendments)welded at Both ends according to relevant BIS standards and detailed specifications as appended in NIT & provided with nuts and bolts of required sizes 3 mm thick compressed asbestos fibre gasket or systhentic rubber gasketss conforming to relevant BIS Code as given in technical specification i/c all kinds of leads lifts, flanged short pieces, bends tees, and other specials etc. made from parent tubes and and welded with flanges of tables as applicable for the particular reach and of technical specifications appended in the NIT as per the conditions including flushing, cleaning and hydraulic testing complete to the best satisfaction of Engineer-in-charge. |
| 11 | 150 mm dia(M) |
| 12 | Providing, welding and fixing M.S. plate flanges of 150mm dia. FT-5 conforming to IS 6392-1971 or latest with up to date ammendments to GMS pipes after every 1.40 metres or as per site requirement including cutting of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect i/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 13 | Providing, erection, commissioning & testing of horizontal spindle ,horizontal/redial split casing/end section ( back full out arrangement )single/double/multistage centrifugal pump or reciprocating pumps ,in series /parallel of recommended make such as Matter Platt/KSB/Beacon weir/Joyti /WASP/ASPEE (Asea Brown Boven Ltd.)as per BIS 1520-1980with up to date amendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characteristics with bronze ,impeller, funnels ,casing ring and shaft sleeves of bronze shaft of steel grade with cast iron casing coupled directly through a flexible coupling on a common CI/Cast steel/base plate (base plate to be from the manufacture of the pumping unit only) to be coupled with 75 HP moter including carriage of pump by mechanical transport & head load i/c testing complete at site , |
| 14 | Model - WKFI 40/15 |
| 15 | Discharge (Q) - |
| 16 | Total Head - 350 mtr. |
| 17 | Dia of Rising Main - 150 MM |
| 18 | Supply, erection, testing & commissioning of slipring/squirrel cage screen protected drip proof induction motor/motors of standard make such as Kirloskar/BHEL/Cromption/NGEF/GEC/Siemns/Jyoti and suitable for operation on 400(+/-) 10% volts, 50 cycles/second, 3phase AC electric supply. The power of electric motor/motors should be at least 10% in excess of the maximum power required by the pump pumps in the operation range of (+) 10% and (--) 25% of the duty point head. The motor/ motors as per IS:325-1978 with upto date ammendements read with IS :900-1972. It should include cost of bearing nuts, bolts and painting etc. i/e the cost of all accessories in all leads & lifts and carriage of material at siteas per direction of Engineer-in-Charge. |
| 19 | Make:- Crompton |
| 20 | HP:- 75 |
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