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| 1 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) Lift Up to 1.50 m depth |
| 2 | Lift Up to 1.5 to 3.00 m |
| 3 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259) Lift up to 1.50 m depth |
| 4 | Lift 1.5 to 3.00 m |
| 5 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) Lift up to 1.5 m |
| 6 | Lift 1.50 to 3.00 m |
| 7 | Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible)450 mm dia 10 mm thk |
| 8 | 600 mm ID 10 mm THk |
| 9 | 700 mm dia ID 10 mm thk |
| 10 | 900 mm dia ID 10 mm thk |
| 11 | 1300 mm ID 10 mm thk |
| 12 | Lowering, laying in position to correct line and level including M. S. pipes with / without any outcoating on pedestals or chairs upon prepared formation. The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, and transportation upto 500 M. etc. completed as specified.(Above 8 mm upto 12 mm thick)From 750 mm.Upto 1000 mm. dia. |
| 13 | Above 1250 mm. Upto 1500 mm. dia. |
| 14 | Hydraulic testing of M.S. pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary.Above 750 mm. upto 900 mm. dia. (I.D.) |
| 15 | Above 1200 mm. upto 1500 mm. dia. (I.D.) |
| 16 | Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.Plain ended specials or plain ended branch flanged specials of all diameters. |
| 17 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts includingconsolidation, surcharging, etc. complete. |
| 18 | Welding in all positions with required number of runs, for M. S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification.10 mm |
| 19 | 12 mm |
| 20 | Gas cutting (either square cut or V cut) pipes, plates, etc. of thickness 10 to 14 mm |
| 21 | Providing and applying with mechanical arrangement 1:3 proportion cement sand gunite, 40 to 50 mm thick to M. S. pipe surface under 2.1 kg. per sqcm. to 2.80 kg. per sqcm.pressure including removing the loose materials as directed by Engineer-in-charge and including scrapping the surface with wire brushes, degreasing, cleaning by compressed air and providing fixing BRC fabric no.14 as reinforcement, curing for 21 days, disposing off the rebound materials within a lead of 50 M, etc. complete as directed by Engineer-in |
| 22 | Providing and making inner cement mortar lining to M.S. pipes with mechanical devices in cement mortar 1:1 proportion, including cost of all materials, labour, special sand required, machinery, power generation, all equipments and taking necessary access openings and manholes, cuts at suitable intervals as directed by Engineer-in-charge and rewelding the same after done with doubler plates pipes including necessary excavation, refilling concrete breaking and remaking if any, breaking guniting and remaking the same, repainting wherever required with epoxy paint in 3 coats, all dewatering including emptying the pipeline and refilling the same after done with (water to be supplied by department free of cost within 5 km. lead at fixed point and all other arrangements to be done by agency), including carrying out “C” value performance test of pipeline, complete job as per the directions of the Engineer-in-charge.9 mm thick for pipes upto 700 mm dia. |
| 23 | 12 mm thick for pipes above 700 mm dia. |
| 24 | Providing DI Pipes (Push on joint pressure pipe of DI of following class and Diameters conforming to the IS specification incluisve cost of jointing material (rubber gasket of EPDM quality)excluding GST leived by GOI and GOM in all recepect including third party incefaion charges of TPI agencies approve by MJP including transit insurance Railway freight unloding fron railway waggans loading into truck transporation to deppt. store unloding stackng etc. completed as directed by engineer inchrge ((IS 1536/2021 for pipes and IS 158/1969 and IS 12820/1989 or letest edition / revision with ammendments of for rubber gasket.450 mm dia DI K9 |
| 25 | 500 mm dia DI K-9 |
| 26 | 600 mm dia DI K-7 |
| 27 | 700 mm dia DI K-9 |
| 28 | Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete.450 mm dia |
| 29 | 500 mm dia |
| 30 | 600 mm dia |
| 31 | 700 mm dia |
| 32 | Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor.450 mm |
| 33 | 500 mm dia |
| 34 | 600 mm dia |
| 35 | 700 mm dia |
| 36 | Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc350 to Above |
| 37 | Supply of C. I. Mechanical Compression Flanged / Socket Tailpiece (Popularly known as I TM Flanged / Socket Tailpiece) suitable for making flanged connection with the plain barrel of C. I. Spun Pipes ( as per - IS - 1536 /2001) and D. I. Pipes ( as per IS: 8329 / 2000).The Tailpiec to be supplied complete with sealing rubber gasket of S.B.R, C.I. Follower Glands and M.S. Nut Bolts.The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538 /1993. The rates are inclusive of cost of material, freight charges, loading, transportation and unloading at departemental store, excluding GST levied by Gol and GoM in all respect, etc. complete as directed.300 mm |
| 38 | 400 mm dia |
| 39 | 450 mm dia |
| 40 | 500 mm dia |
| 41 | 600 mm dia |
| 42 | 700 mm dia |
| 43 | Providing and supplying at site of ductile iron /spheroidal graphite (S.G.) iron D/F double eccentric resilient seated short body butterfly valves with gear box & handwheel, without bypass arrangement. Valves in accordance with BS EN 593 of PN 10/16 rated, with body & disc of ductile iron confirming to EN 1563/IS 1865 Gr.500/7 or Gr.400/15, Body seat of intergral SG Iron/S.S. AISI 316, seal retaining ring of steel C45/S.S. 1.4436, Shaft of S.S. 1.4021, Periferial disc seal and “O” rings of WRAS approved EPDM rubber (suitable for drinking water), Internal fasteners of stainless steel A2. Body & disc coated inside & outside with electrostatically applied epoxy powder coated blue colour. (suitable for drinking water.) as per DIN 30677- 2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be 100% tight shutoff. Face to face is per IS 13095 short body. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 13095. includingexcluding GST levied by GOI & GOM in alltransportation charges respect etc. complete.450 mm dia |
| 44 | 500 mm |
| 45 | 600 mm |
| 46 | 700 mm |
| 47 | 900 mm |
| 48 | 1300 mm |
| 49 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)450 mm |
| 50 | 500 mm. |
| 51 | 600 mm. |
| 52 | 700 mm. |
| 53 | 900 mm. |
| 54 | 1300 mm |
| 55 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.200 mm dia PN-1.6 |
| 56 | 300 mm dia PN-1.6 |
| 57 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)200 mm dia |
| 58 | 300 mm dia |
| 59 | Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16)150 mm |
| 60 | 200 mm |
| 61 | Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves)150 mm |
| 62 | 200 mm |
| 63 | Supply instal & Commition of Electromagnetic Flowmeter (EMF) as per ISO 4064 for Raw/pure water with accuracy +/- 0.5% of mesered value and protection as per given specification foe size of 100 mm / 1000 mm including sencer transmeter surge arrester cable GI Duct if suitable size for 25 metrs built in GSM(with sim card & its chrges valid for 36 months)including pipe cutting levelling and instalation of floe meter in the pipeline with necessary tools & tackles creans incliuding 36 month guarantee etc complete as may be required at site base on technical specification.500 mm |
| 64 | 700 mm |
| 65 | 1000 mm |
| 66 | Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-incharge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joint involved will be paid separately depending upon the nature of joints and requiredpipes, valves and specials will be supplied free of cost at stores.)1000 mm dia |
| 67 | 700 mm dia |
| 68 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)PCC-M-150 |
| 69 | Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only.Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement ispermitted.) (Excluding M.S. or Tor reinforcement)RCC M-250 |
| 70 | Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F-17/306)Torq steel |
| 71 | Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A- 9/261) |
| 72 | Dismantling of cement concrete pavment (PQC/DLC) by mechanical means using pneumatic tools,breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantle material upto a lead of 1000 meters, stacking serviceable and unserviceable materials separately etc. complete. |
| 73 | Construction of granular sub base by providing close graded material, spreading in uniform layers with motor grader / paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in place Method and Grading -II Material |
| 74 | Construction of dry lean cement concrete sub base over a preparedsub grade with coarse and fine aggregate (Natural sand/VSI grade finely washed crushed sand) confirming to IS :383. the size of coarse aggregate not exceeding 25mm , cement content not to be less than 150 Kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7days, mixed in batching plant / weigh batch mixer , transported to site with all leads & lift, laid with a paver with electronic sensor / by suitable means as approved by Engineer-in- charge , compacting with vibratory roller, finishing, curing and including preparation of subgrade if required etc. complete. |
| 75 | Providing and laying in situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand ) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of Morth specification 2013, mixed in a batching and mixing plant/ non tilting mixer and weigh batcher as per approved mix design, admixtures, transporting to site, spreading, layer with approved make paver, compacted and finished in a continuous operation , finishing to lines and grades as directed by ENgineer -in -Charge and curing by curing compound / by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, admeasuring 80mm at bathroom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in -charge. |
| 76 | Transportation of material obtained from debris of various sorts including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed. |
