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| 1 | Item No.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. (MJP Civil SSR 2021-22 I.No. Bd-A1/259 P.No.42) |
| 2 | Item No.2: Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M. 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 (MJP Civil SSR 21-22 I.No. Bd.A.2/259 P.No.42 |
| 3 | Item No.3: Providing and laying in situ/ ready mix M-20 cement concrete of trap/ granite / quartzite/ gneiss metal for approach slab/ Rigid pavement including compacting, finishing, curing etc. complete (excluding reinforcement) (with reversible drum type mixer / concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), cement6.40 bags/ cumt) (PWD Civil SSR 22-23 I.No.11.25 CD P.No.100) |
| 4 | Item No.4: Providing and laying Cast in situ/Ready Mix cementconcrete inM20of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (PWD Civil SSR 22-23 I.No.24.10 BDE4 P.No.216) |
| 5 | Item No.5:-Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done / striking joints whenno plastering is to be done on inside watering and scaffolding etc.complete. (PWD Civil SSR 22-23 I.No.28.04 BDH4 P.No.245) |
| 6 | Item No.6:-Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1200mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. (PWD civil SSR 22-23 It.No.11.13 CD7 P.No.99) |
| 7 | Item No.7: Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M.1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer in charge. As above of 60 x 45 cm. internal size and depth upto 0.9 M with precast R.C.C. slab cover (MJP Civil SSR 21-22 I.no.Sect. L-A P.No.220) |
| 8 | Item No.8: Providing and supplying ISI mark CI D/F reflux valves (Non-return valves) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement PN-1 (Dia.80mm. ) (MJP Civil SSR21-22 I.No. Sect. I (XII) 1 a) iii P.No.131) |
| 9 | Item No.9: Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and sluice vaves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves ) (Dia. 80mm. ) (MJP Civil SSR 21-22 I.No. Sect. I (XII) 4a) iii P.No.135) |
| 10 | Item No.10: Providing, laying and fixing P.V.C. pipe of 75 / 80 mm. dia. with fittings such as bends, tees, reducers, clamps etc. including necessary excavation, trench filling etc. complete including removing existing pipe line if necessary and conveying and stacking the same in PWD Chowky or as directed etc. complete. (PWD Civil SSR 22-23 Sr.No.1403 I.No.42.27 BDV-60 P.No.345 ) |
| 11 | Item No.11: Supplying and erecting 75/80 mm. dia. cast iron double flange sluice valve complete with PN16 pressure rating as per specification No. FF-VL/SV (PWD Elect. CSR 22-23 I.no.13-7-13 P.No.220) |
| 12 | Item No.12: Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete for Storage tank Lid (MJP DSR 21-22 It.No.6 P.No.48 Section F) |
| 13 | Item No.13: Providing and construction two taps stand post as per approved type and design with excavation, 15cm. thick bolder filling 15cm. thick PCC 1:3:6 bedding 20mm. thick PCC 1:2:4 concrete for platform of 1.75 mtr. Dia. with side curb and bucket rest, 80mm. dia. Heavy duty GI pipe central post duly filled therein with C.C. 1:2:4, 5 mtr. long, 20mm. dia. medium G.I. pipe from point of taping to stand post additional 20mm. Dia. G.I. pipe fixed vertically and providing and fixing two 15mm. Dia. self closing water taps, 1 brass ferrule etc. complete together with all labour and material charges as per drawing and as directed by Engineer in charge, when B.C. soil is available, rate includes draining arrangement by excavating open gutters. (MJP Civil DSR 21-22 Section-H Sr.No.12 Page No.62) |
