|
| 1 | Subwork No :- 1 Solar PumpItem No.1 :-Supplying, installing, testing and commissioning of 10 HPcapacity AC/DC solar water pump (SPV pump),comprising of min. 7.5 KWp capacity multi crystalline SPVmodules mounted on GI Structure with necessary hardwarewith controller, suitable size HDPE delivery water pipe line upto 60 mtr length inside or above water tank/borewell withnecessary control valves and necessary power supply cable ofappropriate size complete with 5 years on site performancewarrantee. Specification no. ESD-SWPS |
| 2 | Item No.2 :- Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both sideat every corner or bend embedded in concrete blocks of 1:4:8 of size450 x 450 x 670 mm including 3 coats of oil painting etc. complete. |
| 3 | Item No.3 :- Providing and erecting chain link fencing 1.6 M. height with G.I. chainlink of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above groundlevel on vertical M.S. Angles of 40 x 40 x 6 mm size, includindexcavating pits for foundation and embedded in C.C. block of 1:4:8mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm diaas hold fast including welding link with angle frame at 30 cm c/c withnuts and bolts and horizontal M.S. Angles at top and bottom of 25 x25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mmhorizontal including cross support of 40 x 40 x 6 mm angles both sideat every corner or bend embedded in concrete blocks of 1:4:8 of size450 x 450 x 670 mm including 3 coats of oil painting etc. complete. |
| 4 | Subwork No 2:- Rising MainItem No.1 :- Excavation for foundation / pipe trenches in earth soil of all types, sand, gravel & soft murum including removing the excavated material upto a distance of 50 m & lifts as below, stacking & spreading as directed, normal dewatering, preparing |
| 5 | Item No.2 :- Excavation for foundation / pipe trenches in hard murum and boulders including removing the excavated material upto a distance of 50 m & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation & excluding the backfilling etc complete. |
| 6 | Item No.3 :- Excavation for foundation / pipe trenches in soft rock , including removing the excavated material & stacking it in measurable heaps within a distance of 50 m from the area & lifts as below, normal dewatering, excluding the backfilling etc complete. |
| 7 | Item No.4 :-Providing & supplying ISI mark HDPE pipes Of following Class. & Dia including all local & central taxes, octroi, inspection charges, transportation to stores, etc. complete40 mm dia. MDPE pn 16 (SDR 9) |
| 8 | Item No.5:-Lowering , laying & jointing HDPE .pipes and specials of following class & dia. Including conveyance from stores to site of work, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position as directed by Engineer-In-Charge.40 mm dia. MDPE pn 16 (SDR 9) |
| 9 | Item No.6 :- Providing & supplying ISI mark HDPE Specials Lump sum- 10% cost of Item No.4 |
| 10 | Item No 7 :-Providing and fixing screw down for 40 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete |
| 11 | Item No. 5. Providing and laying in situ, following grades of M 150 C.C. of trap metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. |
| 12 | Item no 6 :- Refilling the trenches from excavated stuff with soft material in 15 cm layers with all leads & lifts including consolidation surcharging … etc complete. |
| 13 | Subwork No 3 UCR PlatformItem No.1 :- Excavation for foundation / pipe trenches in hard murum and boulder including removing the excavated material upto a distance of 50 m & lifts as below, stacking & spreading as directed, normal dewatering, preparing |
| 14 | Item No 2 :- Providing & laying in situ cement concrete in M-10 ( 1:3:6 ) grade of trap / granite / quartzite / gneiss metal for foundations & bedding including bailing out water manually, formwork, compaction & curing, etc complete. |
| 15 | Item No 3 :- Providing uncoursed rubble masonary of trap stones in cm 1:6 in foundation & plinth of inner wall, including bailing out water manually, striking out joints on unexposed faces & watering etc complete. |
| 16 | Item No 4 :- Providing & laying in situ cement concrete in M-15 (1:2:4 ) grade of trap / granite / quartzite / gneiss metal for coping to plinth including bailing out water manually, formwork, compaction & curing, etc complete. |
| 17 | Item No 5:- Providing flush grooved pointing with cement mortar 1:3 to stone masonary including scaffolding & curing etc complete. |
| 18 | Item No 6 :-.Providing and fixingH.D.P. container Syntes or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery upto destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20000 liters Please Enable Macros to View BoQ information |
