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| 1 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed. |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed. |
| 3 | Removing excavated material not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed. |
| 4 | Taking up or down 20mm bore, Steel tubing and connections and removing from site of work complete all as specified and directed. |
| 5 | Taking up or down 25 or 32 mm bore, Steel tubing/PP-R pipe and removing from site of work complete all as specified and directed. |
| 6 | Taking up or down 40 or 50mm bore, Steel tubing/PP-R pipe and removing from site of work complete all as specified and directed. |
| 7 | Taking up or down 80 or 90mm bore, Steel tubing/ PP-R pipe and removing from site of work complete all as specified and directed. |
| 8 | Taking up or down 100 or 110mm bore, Steel tubing/ PP-R pipe and connections and removing from site of work complete all as specified and directed. |
| 9 | S & F in repair for cast iron fittings for spigot and socketed pipe, such as Bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. \\"Y\\" junction, double branch, cross (all sockets or socket and pigot) collars, caps and plugs etc upto 150mm bore complete all as specified and directed. |
| 10 | Supply, laying, connection and testing, 110mm outer dia 3- layer PP-R Polypropylene random copo-lymer) pipes SDR 7.4 & PN16 stablised and antimi-crobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings laid in trenches complete all as specified and directed |
| 11 | Supply, laying, connection and testing, 90mm outer dia 3- layer PP-R Polypropylene random copo-lymer) pipes SDR 7.4 & PN16 stablised and antimi-crobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings laid in trenches complete all as specified and directed |
| 12 | Supply, laying, connection and testing, 50mm outer dia 3- layer PP-R Polypropylene random copo-lymer) pipes SDR 7.4 & PN16 stablised and antimi-crobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings laid in trenches complete all as specified and directed |
| 13 | Supply, laying, connection and testing, 32mm outer dia 3- layer PP-R Polypropylene random copo-lymer) pipes SDR 7.4 & PN16 stablised and antimi-crobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings laid in trenches complete all as specified and directed |
| 14 | Supply, laying, connection and testing, 25mm outer dia 3- layer PP-R Polypropylene random copo-lymer) pipes SDR 7.4 & PN16 stablised and antimi-crobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings laid in trenches complete all as specified and directed |
| 15 | Supply, laying, connection and testing 100mm bore, Steel water tubing, galvanised, medium grade with flange end with all fittings and jointing materials such as nuts, bolts and rubber gasket etc, laid in trenches, etc complete all as specified and directed. (Note: Excavation and earth work shall be measured and paid seperately) |
| 16 | Supply, laying, connection and testing 80mm bore, Steel water tubing, galvanised, medium grade with flange end with all fittings and jointing materials such as nuts, bolts and rubber gasket etc, laid in trenches, etc complete all as specified and directed. (Note: Excavation and earth work shall be measured and paid seperately) |
| 17 | Supply, laying, connection and testing 50mm bore, Steel water tubing, galvanised, medium grade with all fittings and jointing materials, laid in trenches, etc complete all as specified and directed. (Note: Excavation and earth work shall be measured and paid seperately) |
| 18 | Supply, laying, connection and testing 40mm bore, Steel water tubing, galvanised, medium grade with all fittings and jointing materials, laid in trenches, etc complete all as specified and directed. (Note: Excavation and earth work shall be measured and paid seperately) |
| 19 | Supply, laying, connection and testing 25mm bore, Steel water tubing, galvanised, medium grade with all fittings, laid in trenches, etc complete all as specified and directed. (Note: Excavation and earth work work shall be measured and paid seperately) |
| 20 | Supply, laying, connection and testing 20mm bore, Steel water tubing, galvanised, medium grade with all fittings, laid in trenches, etc complete all as specified and directed. (Note: Excavation and earth work shall be measured and paid seperately) |
| 21 | Supply, laying, connecting and testing of ductile iron pipe 200 DN with spigot and socket ends class K-7 in standard working length conforming to IS-8329-2000 laid in trenches as in repair complete all as specified and directed. |
| 22 | Supply, laying, connecting and testing of ductile iron pipe 150 DN with spigot and socket ends class K-7 in standard working length conforming to IS-8329-2000 laid in trenches as in repair complete all as specified and directed. |
| 23 | Supply, laying, connecting and testing of ductile iron pipe 100 DN with spigot and socket ends class K-7 in standard working length conforming to IS-8329-2000 laid in trenches as in repair complete all as specified and directed. |
| 24 | S & F in repair ductile iron fittings of Class K-12 special suitable for push on jointing as per IS 9523/2000 with inside cement mortar lining and out side zinc coating followed by bitumen coating etc upto for 150mm bore complete all as specified and directed. |
| 25 | S & F in repair 63 mm outer dia, PP-R Gate valves (brass insert) as per requirement of the site complete all as specified and directed. |
| 26 | S & F in repair 50 mm outer dia, PP-R Gate valves (brass insert) as per requirement of the site complete all as specified and directed. |
| 27 | S & F in repair 32 mm outer dia, PP-R Gate valves (brass insert) as per requirement of the site complete all as specified and directed. |
| 28 | S & F in repair 25 mm outer dia, PP-R Gate valves (brass insert) as per requirement of the site complete all as specified and directed. |
| 29 | S & F in repair Bib taps, medium, cast copper alloy with crutch or butterfly handle screwed down, screwed for iron pipe or brass ferrule of 15mm bore complete all as specified and as directed. |
| 30 | S & F in repairs, 20 mm bore, gun metal Gate valves, with iron wheel head, Class-I, Pressure Tested of 1.5 Mpa, screwed both ends for iron pipe complete all as specified and directed. |
| 31 | S & F in repair 25 mm bore, gun metal, globe or Gate valves with iron wheel head, Class-I, Pressure Tested of 1.5 Mpa, screwed both ends for iron pipe complete all as specified and directed. |
| 32 | S & F in repairs, 40 mm bore, gun metal Gate valves, with iron wheel head, Class-I, Pressure Tested of 1.5 Mpa, screwed both ends for iron pipe complete all as specified and directed. |
| 33 | S & F in repairs, 50 mm bore, gun metal Gate valves, with iron wheel head, Class-I, Pressure Tested of 1.5 Mpa, screwed both ends for iron pipe complete all as specified and directed. |
| 34 | S & F 80mm bore, cast iron sluice valve, non-rising stem type, both end flanged, class PN 1.6 conforming to IS -14846-2000 with iron wheel head and stainless steel spindle including necessary jointing materials like nuts, bolt, washer & rubber/fiber board gasket including taking out/down existing one complete all as specified and directed |
| 35 | S & F 100mm bore, cast iron sluice valve, non-rising stem type, both end flanged, class PN 1.6 conforming to IS -14846-2000 with iron wheel head and brass spindle including necessary jointing materials like nuts, bolt, washer & rubber/fiber board gasket including taking out/down existing one complete all as specified and directed |
| 36 | S & F 150mm bore, cast iron sluice valve, non-rising stem type, both end flanged, class PN 1.6 conforming to IS -14846-2000 with iron wheel head and brass spindle including necessary jointing materials like nuts, bolt, washer & rubber/fiber board gasket including taking out/down existing one complete all as specified and directed. |
| 37 | S & F 200mm bore, cast iron sluice valve, non-rising stem type, both end flanged, class PN 1.6 conforming to IS -14846-2000 with iron wheel head and brass spindle including necessary jointing materials like nuts, bolt, washer & rubber/fiber board gasket including taking out/down existing one complete all as specified and directed |
| 38 | S & F 100 mm bore, Cast iron Non-return (reflux) valve, flange type with by-pass arrangement suitable for 100 mm dia water mains conforming to IS-5312 Part-I class PN 1.6 including taking down existing one complete all as specified and directed. |
| 39 | S & F 150 mm bore, Cast iron Non-return (reflux) valve, flange type with by-pass arrangement suitable for 150 mm dia water mains conforming to IS-5312 Part-I class PN 1.6 including taking down existing one complete all as specified and directed. |
| 40 | S & F 200 mm bore, Cast iron Non-return (reflux) valve, flange type with by-pass arrangement suitable for 150 mm dia water mains conforming to IS-5312 Part-I class PN 1.6 including taking down existing one complete all as specified and directed. |
| 41 | M & L for construction of brick masonry valve pit of size 75 cm x 75 cm x 100 cm (internal dimension) one brick thick masonary wall in CM 1:4 on 100mm thick PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundation, 15mm thick rendering in cement mortar (1:4) internally, externally up to 15cm below GL, providing valve pit cover made out of 3mm thick MS sheet duly welded with provision of hinges, handle and locking arrangement including 40 x 40 x 5mm angle iron frame fixed on top of valve pit by means of hold fast 150mm long, embedded in PCC block 1:2:4 type B-1 (20mm graded aggregate) of size 230 X 200 X 100mm, applying two coats of anti-corrosive paint over a coat of red oxide, zinc chrome primer after preparation of steel & iron surfaces including necessary excavation & earth work in soft/loose soil and demolition of existing one complete as specified and directed all as per relevant TD drawing. (Note : Drawing not attached with the tender document. However, the same can be seen in GE/AGE E/M office during working hours) |
| 42 | M & L for construction of brick masonry valve pit of size 100 cm x 100 cm x 120 cm (internal dimension) one brick thick masonary wall in CM 1:4 on 100mm thick PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundation, 15mm thick rendering in cement mortar (1:4) internally, externally up to 15cm below GL, providing valve pit cover made out of 3mm thick MS sheet duly welded with provision of hinges, handle and locking arrangement including 40 x 40 x 5mm angle iron frame fixed on top of valve pit by means of hold fast 150mm long, embedded in PCC block 1:2:4 type B-1 (20mm graded aggregate) of size 230 X 200 X 100mm, applying two coats of anti-corrosive paint over a coat of red oxide, zinc chrome primer after preparation of steel & iron surfaces including necessary excavation & earth work in soft/loose soil and demolition of existing one complete as specified and directed all as per relevant TD drawing. (Note : Drawing not attached with the tender document. However, the same can be seen in GE/AGE E/M office during working hours) |
| 43 | S & F Mild steel column pipe, 65 mm bore, heavy duty, flanged type complete, (3 m long) with nuts, bolts, gaskets & washers and provision of cable entry system and duly painted with two coats of black bitumenous paint (internally) and two coats of synthetic enamelled paint (externally) over a coat of red oxide zinc chrome primer including taking down old unserviceable pipe complete all as specified and directed.(Make : Jindal/Bansal/TATA) |
| 44 | Supply only High strength calcium Hypo Chloride, 65-70% chlorine content, Calcium based granular disinfectant for water treatment chemical complete all as per the following specifications:(a) Available chlorine: Minimum 65% by mnass(b) Stability: Maximum 1/15 loss of chlorine on the basis of available chloride(c) Particle size (passing through 1.70mm IS Sieve): Minimum 99.5% by mass(d) Water insoluble matter: Maximum 6%(e) Calcium hydroxide: 4% maximum (f) Sodium chloride: 15% maximum(g) Description/Appearance: Dry free flowing and free from lumps(h) Toxic & undesirable substance: Should not induce substances beyond acceptable limit as given in IS-10500 (2012) in treatment and disinfected water(j) Packing: 20-25 Kg/ 40-45 Kg drums(Note: Make shall be as per approved makes of E-in-C. Testiting certifcate of chemical shall be submitted by the contractor before supply). |
| 45 | Supply only Lime for water treatment chemical complete all as specified and directed. |
| 46 | Supply only Alum Crystal for water treatment chemical complete all as specified and directed. Please Enable Macros to View BoQ information |
| 47 | Supply only Alum Crystal for water treatment chemical complete all as specified and directed. Please Enable Macros to View BoQ information |
