|
| 1 | Excavating in trenches not exc 1.5m wide and n.exc 1.5 m in depth, for foundations, etc, or for shafts, wells, cesspits, manholes, pier holes, etc and not exceeding 10 square meter on plan for manholes etc and not exceeding 1.5m in depth and getting out in soft/loose soil complete all as specified and directed. |
| 2 | Excavation over areas not exc 1.5 m in deep and getting out in soft/loose soil complete all as specified and directed. |
| 3 | Excavation over areas exc 1.5 m but not exc 4.5 m in deep and getting out in soft/loose soil complete all as specified and directed. |
| 4 | Returning filling in with approved excavated soil including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. |
| 5 | Removing excavated soils to a distance not exceeding 50 metres and depositing where directed at a level nexc. 1.5 metre above the starting point complete all as specified and directed. |
| 6 | Materials and Labour for Sand filling under floors or in foundation including watering and consolidation complete all as specified and as directed. |
| 7 | Materials and Labour for broken stone or boulder hardcore of gauge n exe 63mm deposited, spread and levelled in layers n exe 15cm thick, watered and rammed to a true surface. |
| 8 | Materials and Labour for plain cement concrete (1:4:8) type D-2, using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed. |
| 9 | Materials and Labour for plain cement concrete (1:2:4) type B-0, using 12.5mm graded stone aggregate as in benching, coping, kerbs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and as directed. |
| 10 | Materials and Labour for plain cement concrete (1:2:4) type B-1, using 20mm graded stone aggregate as in surface channel and drain complete all as specified and as directed. |
| 11 | Materials and Labour for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. all as specified and as directed. |
| 12 | Materials and Labour for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed. |
| 13 | Materials and Labour for formwork to soffits of suspended slabs such as roof slab, floor slabs, landings and similer works, for rough finished flat surfaces of concrete, thickness of slab not exc 200 mm, complete all as specified and directed |
| 14 | Materials and Labour for reinforced cement concrete M-25 (Design Mix) as in slabs and shelves supported on walls, beams and columns in floors, roofs and landings etc, any thickness complete all as specified and directed. (Note: Steel reinforcement shall be measured & paid separately) |
| 15 | Materials and Labour for reinforced cement concrete M-25 (Design Mix) as in walls, retaining walls, ballast walls etc complete all as specified and directed. (Note: Steel reinforcement shall be measured & paid separately) |
| 16 | Materials and Labour for precast reinforced cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces etc, any thickness, placed in position and set in cement mortar 1:6 complete all as specified and directed. (Note: Steel reinforcement shall be measured & paid separately) |
| 17 | Materials and Labour for TMT bars 10 mm dia and over, as reinforcement for concrete cut to length, bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia, complete all as specified and directed. |
| 18 | Materials and Labour for TMT bars 6 to 8 mm dia , as reinforcement for concrete cut to length, bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia, complete all as specified and directed. |
| 19 | Supply and fixing Cast Iron bracket, gully trap, grating, manhole cover and similar items, grade FG 150, complete all as specified and directed. |
| 20 | Materials and labour for 60mm thick Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size conforming to IS 15658- 2006 M-35 grade, laid as directed to any shape. Complete all as specified and as directed |
| 21 | Materials and labour for 75 mm thick plain cement concrete (1:3:6) type C2 using 40 mm graded stone aggregate as in sub-base of floors, plinth protection etc. finished the surface of concrete fair and even, complete all as specified and directed. |
| 22 | Materials and labour for brick work with fly ash bricks, old/ traditional size, straight or curved on plan exc. 6mtr mean radius, built in cement mortar 1:4, complete all as specified and directed. |
| 23 | Materials and labour for rendering 15mm thick in cement mortar (1:6) on fair faces of brick work or concrete surfaces, WPC shall be mixed with morter as directed, finished even and smooth without using extra cement , complete all as specified and directed. (Note: WPC shall be measured and paid separately as supply only) |
| 24 | Supply only integral Water Proofing Compound of approved make. |
| 25 | Supply and fixing PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints fixed to walls with suitable size clamps, complete all as specified and directed. |
| 26 | Supply and fixing PVC (SWR) bends any radius 110mm bore with or without access door, complete all as specified and directed. |
| 27 | Supply and fixing PVC (SWR) junction single, (Single T) equal or unequal, 110mm bore, complete all as specified and directed. |
| 28 | Supply and fixing PVC (SWR) junction single, (Single T) equal or unequal, 200mm bore, complete all as specified and directed. |
| 29 | Supply and fixing 200mm bore PVC pipes of minimum weight 2 Kg / RM, in any length with rubber ring joints fixed to walls/floor with suitable size clamps, complete all as specified and directed. |
| 30 | Supply and laying XLPE insulated PVC inner sheathed, armoured with galvanized steel strip or wire heavy duty underground cable with stranded aluminum conductor 1100 volt grade of size 16 Sqmm 4 Core laid in trenches / duct passing through pipe / duct or fixed on pole and connecting and testing complete all as specified and directed including taking down old unserviceable XLPE cable with brick protection and complete all as specified and as directed. |
| 31 | Supply & laying 50 mm outside dia double wall corrugated pipe(DWCPE) for enclosing cable below ground/road surface to a required depth including suitable size couplers for jointing of pipe all as per site requirement etc complete all as specified and directed. |
| 32 | Materials and labour for GI pipe light grade with all fittings complete grouted in ground all as specified for 25 mm bore of pipe laid in trenches/fixed with poles/laid in road/plinth/floor for protection of cable complete all as specified and directed. |
| 33 | Materials and labour for 50mm bore GI pipe medium grade with all fittings complete for making connection to pressure filter from pump complete all as specified and directed. |
| 34 | Supply, laying and testing ductile iron (DI) pressure pipe with spigot and socket end, class K-7, confirming to IS-8329/2000, suitable for push - on rubber gasket jointing with centrifugally applied inside cement mortar lining with portland cement and metallic zinc coationg and finishing layer of black bitumen coating on external surface of size 80 mm dia duly ISI marked including gaskets for fixing socket joint and other conneting acessories to laid in trenches etc complete all as specified and directed. |
| 35 | Materials and labour for DI fittings for spigot and socket pipes of size 80 mm to 350 mm bore 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 spigot) collars caps and plugs complete all as specified and directed. |
| 36 | Supply and fixing sluice valve (heavy duty) with SS spindle conforming to IS 14846 both end flanged class PN 1.6 of size 80 mm dia incl necessary nuts,bolts washers and gasket complete all as specified and directed. |
| 37 | Material and labour for making bore of 200 mm dia below ground level in any kind of soil strata incl hard stone/ boulder by deploying reverse rotary or universal method to achieve desired depth including cost of consumable stores like fuel,lubricants, bentonite mud, material and transportation of machinery etc. complete all as specified and as directed by Engr-in-Charge Note: Erection and dismantling of boring plant including all arrangement for the transportation of boring equipment to site of work from the store of contractor at site and back are to be made by contractor at his own cost. All rates should be quoted for supplying the material at site of work.Pits for collection of water and water for drilling tubewell will be arranged by the firm/contractor at site his own cost. |
| 38 | Materials and labour for lowering of borewell class PVC casing pipes (Class 'B'), IS 12818 having outer diameter 160mm with threads and socket including lowering in bore made at above item suitable for rain water harvesting system complete all as specified and as directed. |
| 39 | Supply installation, testing and commissioning of pressure filter having flow rate 22000 Ltrs/Hr made up of Mild steel sheet 8 mm thick fabricated to shape as per OEM designed dimensions of pressure filter including foundation as per OEM recommendations, inclusive of control valves/ flanges/pressure gauge of suitable dimension & all types of gravels & sand complete all as specified and as directed by Engineer-in-Charge.Note: 1. The quotated rate shall be inclusive of cost for making foundation of the pressure filter as recommended by OEM.2. The quotated rates shall be inclusive of excavation for making foundation.3. The quotated rates shall be be inclusive of cost of all types of control valves i.e. butterfly valves and gravels & sand.4. There shall be warranty of 3 yrs for gravels.5. The test certificates and completion certificates shall be provided by the OEM. |
| 40 | Supply and fixing horizontal type openwell Submersible pump of capacity 2 HP, electric driven 415 V, 50 Hz IS marked, Head range 8-12 mtrs, discharge shall be not below 20000 LPH complete including founation for fixing of the pump on the bottom of the collection of sump complete all as specified and directed by engineer-in-charge. complete all as specified and as directed. |
| 41 | Supply and fixing flat submersible cable 3 core multi stranded copper conductor of size 2.5 sqmm ISI marked complete all as specified and as directed. |
| 42 | Supply, installing, testing and commissioning outdoor type CPRI approved panel of suitable dimension outdoor type, powder coated,dust and vermin proof IP-55,prewired made up of 3mm CRCA Sheet cubical enclosure compartmentalized better mechanical properties like ductility, yield strength, hardness etc. The fixing of double doors shall be on hinges with anti-theft provision (the door can’t be removed from enclosure without cutting enclosure). All fabrication/welding shall be done with TIG/MIG or as approved by Engineer in charge suitable for CRCA Sheet. Sliding handle and locking arrangement front and rear both side . Enclosure shall be suitable for AC supply system 415 volts, 3 phase, 4 wire, 50 Hz. IP-55 class protection and mounted on channel 75 mm welded with panel of CRCA Sheet with 04 Nos foundation bolt of size not less than 20mm dia and 300mm long. The enclosure shall have provision of cable alley. Cable entry from bottom side through cable gland including internal wiring with PVC insulated solid, copper conductor FRLS cable, IS-694 marked, 1100 volts grade of appropriate size (but not less than 2.5 sqmm).Incoming :- (i) Aluminium busbar rating shall be minimum 100 Amps ratings and minimum width of bus bar shall not be less than 25 mm and thickness shall not be less than 6 mm (ii) MCB 63 Amps 4 pole with over current & short circuit protection having double insulation & positive insulation-01 No.Outgoing :-(i) MCB 32 Amp 4 pole 02 Nos (iv) Star delta Starter 2 HP - 02 Nos, with single phase preventer and dry run protection relay(ii) Current transformer 100/5Amps class-1 15 VA - 1 No, Digital Ammeter with inbuilt selector switch -01 No, Digital Voltmeter with in built selector switch -01 No and Modular Indication lamp for main incomer LED type RYB (set of 3)-1 Set (at incomer MCCB) |
| 43 | Material and labour for Earthing complete with GI earth plate electrode of size 60cm x 60cm x 6mm buried directly in ground vertically at a depth not less than 2.25 metre below normal ground level with top edge of earth plate at a depth not less than 1.5 metre below normal ground level sorrounded from all sides by 15cm thick and packed layer of charcoal dust and common salt filling in alternate layers etc and connected to and including 25 X 4mm dia GI strip upto 7.5 m by means of bolts, nuts, check nuts and washers made of galvanised iron and protected by light grade 40mm dia GI pipe connected to main control board and GI pipe medium grade 20mm bore for watering and including funnel, wire mesh, charcoal,salt etc RCC pit cover flush to earth pit 50mm thick reinforced with 8mm TMT bar 100mmC/C and PCC chamber pit with PCC (1:3:6) type C1 (using 20mm graded aggregate) including excavation and earthwork disposal of surplus soil to distance not exceeding 50 metre) and testing after completion all as specified and shown on plate No 3 of SSR Part-I 2009 complete all as specified and as directed.Note: The earth resistance value shall be less than 3 Ohm and test report shall be submitted to the department. Please Enable Macros to View BoQ information |