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| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) in all kind of soil not exceeding 1.50 m in depth , including dressing of sides and amming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) in all kind of soil exceeding 1.50 m in depth but not exceeding 3.00 m in depth , including dressing of sides and amming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) in all kind of soil exceeding 3.00 m in depth but not exceeding 4.50 m in depth , including dressing of sides and amming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. |
| 5 | Excavating in trenches, n exc 1.5 m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out soft/loose soil complete all as specified and directed. |
| 6 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed. |
| 7 | Removing excavated material (soil) not exceeding. 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 8 | Removing excavated material exceeding 500 m but not exceeding 1.50 Km and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 9 | Use and waste for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work curved surface for fair finished surface of concrete complete all as specified and directed. |
| 10 | Use and waste for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (Horizontal or sloping) curved surface for fair finished surfaces of concrete complete all as specified and directed. |
| 11 | M&L for PCC (1:3:6) type C2 (using 40 mm graded crushed stone aggregate) as in foundation and mass filling complete all as specified and directed |
| 12 | M&L for PCC (1:2:4) type B2 (using 40 mm graded crushed stone aggregate) as in foundation and mass filling complete all as specified and directed |
| 13 | M&L for reinforced cement concrete M-30 (20 mm graded crushed stone aggregate) design mix as in walls, retraining walls, basement walls, ballast walls and the like any thickness above top of footings including attached pillasters and buttresses complete all as specified and directed. |
| 14 | M&L for reinforced cement concrete M-30 (20 mm graded crushed stone aggregate) design mix as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 15 | M&L for mild steel deformed TMT bar 10 mm dia and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 16 | M&L for mild steel deformed TMT bar 5 mm dia and over upto and including 10 mm dia cut to length, bend to shape required, including cranking, bending spirally for in stirrup, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 17 | M&L for brick work with sub-class \\"B\\" old size bricks of class designation 75, straight or curved on plan exceeding 6 m mean radius built in CM (1:6) complete all as specified and directed |
| 18 | M&L for brick work with sub-class \\"B\\" old size bricks of class designation 75, straight or curved on plan exceeding 6 m mean radius built in CM (1:4) complete all as specified and directed |
| 19 | M&L for 15 mm thick rendering on fair face of brick or concrete wall surfaces in cement mortar (1:6), finished even & smooth without using extra cement complete all as specified and directed. |
| 20 | M&L for 15 mm thick rendering on brick or concrete wall surfaces in cement mortar (1:4), finished even & smooth without using extra cement complete all as specified and directed. |
| 21 | M&L for 10 mm thick rendering on fair face of brick or concrete wall surfaces in cement mortar (1:4), finished even & smooth without using extra cement complete all as specified and directed. |
| 22 | M&L for preparation of new or previously untreated steel and iron surfaces of any description exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer coplete all as specified and directed. |
| 23 | M&L for cement concrete (1:2:4) type B-1, (using 20 mm graded crushed stone aggregate) as in coping, hold fasts or similar type of work including necessary formwork complete all as specified and directed. |
| 24 | M&L for rolled mild steel work in tubular trusses including special shaped washers etc. complete using ERW or induction butt welded tubes and painted with one shop coat of zinc chromate primer paint complete, tubes conforming to IS 1161-1979 all as specified and directed. |
| 25 | S&F mild steel plate (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with out any attachment using Fe-410W (Grade E-250 quality 'A') complete all as specified and directed |
| 26 | S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof overing/ cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 27 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 28 | M&L for 100 mm thick PCC (1:4:8) type D2 (using 40 mm graded crushed stone aggregate) as in sub base of flooring complete all as specified and directed |
| 29 | M&L for providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour,design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed; |
| 30 | M&L for PCC (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) as in kerbs or mud stops rounded or chamfered on edges including necessary form work complete all as specified and directed |
| 31 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends complete all directed. |
| 32 | M&L for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, drilled for fixing of steel sheeting or other covering, doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed. |
| 33 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, for soft loose soil complete all as specified and directed. |
| 34 | Supply and fix mild Steel angle posts and struts in fencing including cutting tops to shape, drilling holes, notching for wire, etc. flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting, etc. and similar work conforming to Fe 290 ( Gde E-165) complete all as specified and directed. |
| 35 | M&L for MS screw bolts,(machine made with hexagonal or square head one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut exc 5cm but n exc 10cm long dia of shank 10 mm to 15mm complete all as specified and directed. |
| 36 | Supply only Chain Link MS galvanized fencing of mesh size 100 mm X 100 mm X 3.15 mm dia complete all as specified and directed. |
| 37 | Fixing only chain link fencing including line wires, any mesh, size and type of standard , rails, straining bolts, etc. including provision of binding wire complete all as specified and directed. |
| 38 | M&L for mild steel round bar 10 mm dia and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking and binding with and including mild steel wire (annealed) not less than 0.9mm dia(Fe-410-W or (Gde E-250) quality A or Fe 290 (Gde E-165) complete all as specified and directed. |
| 39 | S&F galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to any type if standard rails straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire staple or steel pins etc. complete all as specified and directed. |
| 40 | M&L for preparation of new steel surface of any description not otherwise described, n.exc 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 41 | Supply and fix reinforced concrete pipes of 150 mm bore, class NP3 including collars laid and jointed completed all as specified and directed |
| 42 | Supply and fix SFRC manhole cover of size 600 x 600 mm EHD rectangular or circular (ISI marked) as per drawing of manhole complete all as specified and directed. |
| 43 | Supply and fix Cast iron work grade FG 150 (articles not exceeding 5 Kg each), unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles complete all as specified and directed. |
| 44 | Supply and installation of modular underground HDPE septic tank of 29500 Litres capacity with threaded cover in two domed end including five non-internal section for 150 user including connection of all pipes, vent pipe, inlet and outlet pipes of 200 mm dia complete all as specified and directed. |
| 45 | M&L for PCC (1:3:6) type C2 using 40 mm graded broken stone aggregate as in concrete bed to RCC pipes of 150 mm dia including packing under and completely surrounding the pipes with concrete after laying and testing of the pipes complete all as specified and directed. |
| 46 | Design & construction of Lift Well of minimum 2.10 m dia and minimum 4.80 m depth, concidering depth of last man hole as 3.30 m so that sewage to be collected from existing sewage line to Lift well, the construction shall be in RCC M30 grade (design mix) construction complete with reinforcement, form work, plaster, inlet flange and MS steel structure for lowering and delowering of Non Clogging Submersible pump etc. complete all as specified and directed Note for Lift Well : - (i) The design shall confirm to latest IS:1893, IS 4326, IS:13920, IS 800 SP 34 and other relevant codes. (ii) The structure falls in Zone V.(iii) Structural analysis & design shall be done on latest version of STAAD.(iv) Structural design shall be got vetted from IIT/NIT/ Govt Engineer collage.(v) Contractor shall discussed the concept design with SO-I (Desig)/Director (Design) of HQ CESZ before finalising the Str design. (vi) The RCC Sump shall be M-30 (Design mix) Reinforcement Steel should be Fe 500D confirming for CRS. (vii) The foundation shall be design as per the SBC of the soil at the loc of construction. (viii) The Coctractor shall provide the STAAD file/ AUTOCAD drg in soft copy, design folder and drgs duly vetted by IIT/NIT/ Govt Engineering Collage shall be submitted alongwith above said soft copy. (ix) The contractor shall excecute the work as per the said Str drg only after approval of same from Accepting officer. |
| 47 | Design, Construction, Supply, Installlation, Testing and Commissioning of compact & concealed designed Sewage Treatment Plant of capacity 60 KLD based on (MBBR) Moving Media Bio Reactor Technology / MBR / SBR / SBT / Johakasou Technology or any other technology all as per DBR including fully automation system (SCADA System), Modular Pre-constructed System having sedimentation and separation chamber, anaerobic contact media chamber, moving bed chamber (Aerobic), Sedimentation Chamber, disinfectant chamber and tertiary treatment plant, including operation and maintenance for a period of 5 years from the date of completion of work including all consumable except power, with adequate manpower to ensure no downtime of plant and provide consistent outlet parameters, the plant shall be having least energy and operating cost and No noise during operation complete all as specified in PS and directed.Note: Lift well shall be provided only if technologies of STP and placement STP above or bellow ground level. |
| 48 | Supply, Installation Testing & Commissioning of outdoor type PLC ( Programmable Logic Controller ) / RTU (Remote terminal Unit) based Automation, Protection Panel for Lift Well with feature of Dual mode communication i.e. wireless Dual SIM Card based communication and wireless Radio Frequency based communication (The module should be programmed to automatically toggle between the two communication mode based on the actual signal strength available), suitable for control and monitoring of 03 Nos. Pumps, 1 No. Energy Meters, 01 No Ultrasonic sensor. The panel should be of suitable size, front opening type, fabricated from 2.0 mm thick CRCA Sheet & mounting channel 40x40x5mm made out of Angle iron with proper ferrule & cable gland, internal wiring with PVC insulated multistranded copper conductor FRLS cable of adequate size. (i) The Panel should be capable of performing following functions in Lift well all as specified and directed:- (a) Time & level based operation of lift well pumps. (b) Automatic duty cycle based operations of Pumps (c) Auto Change Over In Case of Pump Failure (d) Single Phasing Prevention, phase sequence corrector, voltage unbalancing protection Please Enable Macros to View BoQ information |
| 49 | Supply, Installation Testing & Commissioning of outdoor type PLC ( Programmable Logic Controller ) / RTU (Remote terminal Unit) based Automation, Protection Panel for Lift Well with feature of Dual mode communication i.e. wireless Dual SIM Card based communication and wireless Radio Frequency based communication (The module should be programmed to automatically toggle between the two communication mode based on the actual signal strength available), suitable for control and monitoring of 03 Nos. Pumps, 1 No. Energy Meters, 01 No Ultrasonic sensor. The panel should be of suitable size, front opening type, fabricated from 2.0 mm thick CRCA Sheet & mounting channel 40x40x5mm made out of Angle iron with proper ferrule & cable gland, internal wiring with PVC insulated multistranded copper conductor FRLS cable of adequate size. (i) The Panel should be capable of performing following functions in Lift well all as specified and directed:- (a) Time & level based operation of lift well pumps. (b) Automatic duty cycle based operations of Pumps (c) Auto Change Over In Case of Pump Failure (d) Single Phasing Prevention, phase sequence corrector, voltage unbalancing protection Please Enable Macros to View BoQ information |
