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| 1 | Construction of meter box of size1.00x0.45x0.90 m in laterite stone masonry in cement mortar1:5(1cement :5coarse sand).Foundation concrete of 8cm thick 1:4:8 (1 cement : 4 coarse sand : 8 graded granitic or basaltic stone aggregate 40mm nominal size) RCC top slab 8cm thick 1:2:4 (1Cement:2 coarse sand:4 graded granitic or basaltic stone aggregate 20mm nominal size) including high yield steel bars 8mm dia. 4 nos. each in both directions finished with 12mm thick cement plaster 1:6 (1 cement:6 coarse sand) including white washing with lime, two or more coats to give an even shade. Providing & fixing door cover of mild steel angle frame of size 20mmx20mmx3mm including necessary hinges and holdfast of size 100mmx20mmx3mm (2 Nos.), paintings etc. complete as directed by the Departmental Officer (rate inclusive of earthwork in excavation, rubble packing 10cm thick, refilling of excavated earth etc. complete as per the standard drawing). |
| 2 | a) In the various Scattered locations as per the direction of the Engineer -in-charge |
| 3 | Supply of inferential, dry dial, type Domestic Water Meter, suitable for horizontal installation, duly, sealed against tampering with couplings at both ends having pulse output facility compatible for automatic reading system, conforming to IS:779-1974 and ISO 4064-2005 standards -pre equipped for AMR IP-68 with copper can register bearing MID /OIML mark (with latest Amendments) along with valid life test /type test certificate from FCRI or Test certificate from as NABL desired by the department |
| 4 | A) Class B-Multi Jet Water meters |
| 5 | Dia in mm |
| 6 | a) 15mm dia |
| 7 | Fixing of water meter by conveying and laying of pipeline, including threading, jointing of pipes inside the meter box with necessary fittings( four elbows and one union joint) in \\"U \\"shape( vertical side of U measuring 15cms and horizontal side of U having 0.55 or more as required), conforming to IS specification 2401-1973 for installation of meter including making holes in the masonry of the meter box but excluding cost of meter and valves, at various scattered locations as directed by the Engineer in-charge. |
| 8 | a) Size from 15mm to 25 mm size |
| 9 | Making connection to individual 15mm /20mm/25mm G.I/ OD Blue PVC pipeline with existing distribution line of any diameter with saddle piece / and necessary pipe and specials required suitable to the distribution line with road cutting trenching refilling the same including the cost of labour and accessories etc. complete. as per the direction of Engineer -in- charge. |
| 10 | Providing and fixing brass full way valve (heavy) duty with wheel of approved quality : |
| 11 | a) 15mm Nominal bore |
| 12 | b) 25mm Nominal bore |
| 13 | Providing and fixing brass bib cock (heavy) of approved quality : |
| 14 | a) 15mm Nominal bore |
| 15 | Providing and fixing brass stop cock (heavy) of approved quality : |
| 16 | a) 15mm Nominal bore |
| 17 | Supplying of ASTM UPVC pipe conforming to ASTM 1785 with ISO 14001 etc. Complete. |
| 18 | I) SCH-40 (blue)/(white) |
| 19 | Dia in mm |
| 20 | a) 20mm dia |
| 21 | Earthwork in excavation in all types of stratas comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varities, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/Shuttered / decomposed rock or weathered rock and all such other materials described under Appendix-A to those specifications either in full or in parts as the case may be, adopting any approved method or methods as may be convenient or permitted, inclusive of chiselling/wedging etc. in all conditions such as dry, moist, saturated, submerged foul conditions etc. and as directed by the Engineer-in-Charge etc. All complete in foundation, pipeline trenches, drains not exceeding 1.50 mts. width 10 sq.m. on plan including dressing of sides ramming of bottoms including getting out the excavated soil and disposal of surplus soil for all leads & lifts including providing barricading, danger lighting, guarding as directed by the departmental officer. |
| 22 | Cutting the bituminous road for laying the pipeline in trenches including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer in charge. |
| 23 | I) By Mechanical Means: |
| 24 | a) Rural Roads |
| 25 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 26 | I) All works upto plinth level |
| 27 | Centering and shuttering including struttings, propping etc. and removal of formwork for : |
| 28 | a) Foundations, footings, bases for columns and mass concrete. |
| 29 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 30 | G. I pipes 40 mm |
| 31 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete, Conforming to IS: 4985-2000, and bearing ISI mark, Class 6 kg/cm2. |
| 32 | Outer Dia in mm |
| 33 | a) 63mm dia |
| 34 | Supply of rigid PVC fittings conforming to IS: 7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight, carting, loading and unloading and stacking etc. Complete. |
| 35 | I) Elbow |
| 36 | Outer Diameter in mm |
| 37 | PN 6 (6 kg/cm2) |
| 38 | a) 40mm dia |
| 39 | II) Coupler (Moulded) |
| 40 | Outer Dia in mm |
| 41 | a) 63mm dia |
| 42 | Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS: 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS: 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 . |
| 43 | Nominal Dia in mm |
| 44 | a) 100mm dia |
| 45 | Conveying carefully from stack at sites 250m from both the sides rolling and lowering into trenches, laying, jointing G.I. Pipes with G.I Fittings of sizes given below true to line and level including fixing sockets, elbows tees bends, gland packing and other fittings with cutting and threading as required including hydraulic testing,etc. Complete. |
| 46 | Nominal Dia in mm |
| 47 | a) 100mm dia |
| 48 | Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts. |
| 49 | I) Flanged Socket Tail piece ( Flanged Adaptors) |
| 50 | Nominal Dia in mm |
| 51 | a) 80mm dia |
| 52 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. single large orifice air valve (fig S2 confirming to IS 14848/2000 with suitable connections as directed by Engineer -In- Charge for working pressure of 10kg/sq.cm. (Class B) |
| 53 | Dia in mm |
| 54 | a) 25mm dia |
| 55 | Fixing C.I. Single large orifice air valve of similar make with bronze ferrule at inlet screwed suitable to working pressure of 15kg/sq. cm for 12 mm to 20mm and 10kg/sq. cm for 25mm to 50mm, complete, as directed by the Engineer in-charge, of following sizes. |
| 56 | Nominal Dia in mm |
| 57 | a) 25mm dia |
| 58 | Supplying at store or site of work including freight, transit insurance, carting, loading, unloading,stacking, etc. Ductile Iron double flanged, manually operated Sluice valve generally confirming to IS 14846-2000, non-rising spindle type, (soft seated) resilient seated with Body, Bonnet of Ductile Iron of grade GGG40 or SG 400/12, 400/15, 500/7 or equivalent grade as per IS 3896 part 2-1985 and subsequent revisions, Wedge fully rubber lined with food grade EPDM(WRAS approved) and seals of NBR, spindle stem SS/AISI 410 and having glandless operation. The valve should be vacuum tight 100% leak proof with face to face dimensions as per IS14846-2000 or BS 5163-89 or DIN 3202-F4. The valves should be coated with electrostatic Powder/ Epoxy Coating on both inside and outside minimum 250 microns thickness of blue colour RAL5017/5005 suitable for drinking water and shall have pocket less body passage. The flanges shall be Drilled as per IS: 1538 with latest amendments. The valve shall be supplied with Hand Wheel for operation (by-pass and gear arrangements for sizes above 400mm dia) and relevant Test & Guarantee certificates. TYPE P.N. 1.0 (Class A) |
| 59 | Nominal Diameter in mm |
| 60 | a) 50mm dia |
| 61 | Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I |
| 62 | Nominal Diameter in mm |
| 63 | a) 80mm dia |
| 64 | Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge |
| 65 | a) 63 mm OD |
| 66 | Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the Engineer in-charge. |
| 67 | Outer Diameter in mm |
| 68 | a) 63mm dia |
| 69 | Construction of masonry chamber 60x60x75cminside in 40kg/sq. Cm, brickwork complete with 23 cms wall thickness and in cement mortar 1:4 ( 1 cement : 4coarse sand) for sluice valves 50 to 80mm with necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing. (rate is inclusive of rate earthwork excavation, cost of surface cover and all other materials and labour and as per details below) |
| 70 | a) With D.I hinged, square, frame and cover as per EN 124 standards of size 600mm x 600mm size weighing not less than 98 kgs in 120 mm thick RCC slab cover in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 71 | b) Without surface box and with 120 mm thick R.C.C. slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 72 | Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.42m and making good the road surface by providing laying rollling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each, tack coat and open graded premix carpet of 20mm thickness as per specifications mentioned in item nos 14086, 14093, 14051 & 14068 of road GSR respectively, complete as per the direction of the engineer incharge. |
| 73 | a) District Road, State highway, National highway and roads of similar standards Please Enable Macros to View BoQ information |
