752928A PROVISION OF SECURITY WALL AT GOLF VIEW UNDER GE MIS MHOW

Amount

SCHEDULE "A" :

Item No. 01 : Dismantling the existing fencing post or struts of any description, size and section including taking out embedded portion from cement concrete and making good the disturbed ground surface complete all as specified and directed.

Item No. 02 : Dismantlng wire mesh/chainlink fencing any type all as specified and directed

Item No. 03 : Dismantlng barbed wire fencing any type any position all as specified and directed

Item No. 04 : Surface excavation n. exc (not exceeding ) 30 cm deep and averaging 15cm deep incl Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres and getting out soft/loose soil complete all as directed and specified.

Item No. 05 : 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 in soft / loose soil all as specified and directed.

Item No. 06 : Earth work in excavation of all kind of soil by mechanical means (Hydraulic excavator / in foundatoion trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, inclding getting out the excavated soil and disposal of surplus excavated soil as dircted within a lead of 50m all as specified and directed.

Item No. 07 : Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft /loose soil all as specified and directed.

Item No. 08 : Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil all as specified and directed.

Item No. 08A : All as per item No 08 above but in soft/ disintegrated rock complete all as specified and directed.

Item No. 09 : M&L PCC 1:4:8 type D2 (using 40mm graded agg) as in foundation filling and mass concrete etc complete all as specified and directed.

Item No. 10 : M&L PCC 1:2:4 type B2 (using 40mm graded agg) as in foundation of post hole etc complete all as specified and directed.

Item No. 11 : Supply & fix RCC precast security wall 2.10m height consisting of RCC precast pre-stressed column with M-35 grade concrete of size 150mm x 150mm height 2700mm with and including 6 Nos of 3mm HTS steel bars and RCC precast pre-stressed plank with M-35 grade concrete of size 2100mm x 300mm x 50mm (approx) thick with and including 3 Nos of 3mm HTS steel bars including providing 20mm square bar of 450mm length, embedded 300mm in precast column and projected 150mm above precast column on top to making provision for fixing MS Sawn neck/ ‘Y junction on column by wielding and finishing the groove at junction of column and plank in cement mortar (1:3) on both side complete all as specified and directed. NOTE (a) Precast column shall be provided at the interval of 2300mm c/c (approx) / as per site requirement and grouted in PCC 1:2:4 below GL upto 600mm depth in post poles. Height of column shall be 2100mm above GL. (b) Provision for fixing Mild steel work such as sawn neck/ ‘Y’ junction to hold the concertina coil and barbed wire above precast security wall shall be made all as specified and directed at site. (c) Earth work in post holes, PCC foundation concrete, RCC plinth beam, Mild steel swan neck/ ‘Y’ junction etc shall be measured and paid separately under relevant item.

Item No. 12 : M&L reinforced cement concrete M 25 (Design mix) (20mm graded agg ) Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc complete all as specified and directed.

Item No. 13 : M&L for reinforced cement concrete M 25 (Design mix) (20mm graded agg ) in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses all as specified and directed.

Item No. 14 : M & L for RCC M-25 (Design mix) using 20mm graded stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span. all as specified and directed.

Item No. 15 : M&L reinforced cement concrete M 25 (Design mix) (20mm graded agg ) Columns, pillars, piers,posts and struts etc complete all as specified and directed. Notes for Sl item No 12 to 15 : Reinforcement shall be measured and paid separately under relevant item.

Item No. 16 : M&L for formwork to sides of pillars, posts, struts , piers , columns and Stanchions for rough finished surfaces of concrete complete all as specified and directed.

Item No. 17 : M&L for formwork to sides of concrete foundations, footings , bases of columns , raft and raft beam , sides and soffits ( if any) of foundations and plinth beams and similar wok , vertical or batter for rough finished surfaces of concrete complete all as specified and directed.

Item No. 18 : M & L 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 for rough finish flat surface all as specified and directed.

Item No. 19 : M & L for Form work to sides and soffit of beam with fair finished surface of concrete complete all as specified and directed.

Item No. 20 : S & F for mild steel TMT bars 10 mm dia and over in reinforcement cut to length, bent to shape required including bending ,cranking and hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

Item No. 21 : S & F for mild steel TMT bars 8 mm dia in reinforcement cut to length, bent to shape required including bending ,cranking and hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

Item No. 22 : S & F for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia as in stirrups cut to length , bent to shape required including bending, cranking , and hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia complete all as specified and directed.

Item No. 23 : S&F Mild Steel joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) complete all as specified and directed.(Fe 410 Qyality A) all as specified and directed.

Item No. 24 : S&F Mild steel framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 all as specified and directed.

Item No. 25 : S&F of galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins complete all as specified and directed. Note : Each line of wire shall be measured.

Item No. 26 : S&F of punched type concertina coil of Size of coil : 610mm dia as per latest IS 6745-1972 with galvanized coating and punched type material as per IS deep drawn quality with galvanized coating having medium barbs fixed in position and secured to fence posts/ Y- arm stretched to a length so as to achieve 600mm dia as in fencing including fixing with special galvanized fastners such as J clips, U clips fixed at any height of security fence complete all as specified and directed.

Item No. 27 : Supply only Chain link MS galvanisd fencing, any size or type complete all as specified and directed.

Item No. 28 : Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc., including provision of binding wire. complete all as specified and directed by Engr in Charge.

Item No. 29 : M & L for brick work with modular fly ash brick straight or curved on plan exceeding 6m mean radius built in cement mortal (1:4) complete all as specified and directed.

Item No. 30 : M & L for Rendering 15 mm thick in cement mortar 1:4 , on brick or concrete surfaces,finished even and smooth without using extra cement complete all as specified and directed.

Item No. 31 : M & L for Rendering 5 mm thick in cement mortar 1:4 , on concrete surfaces,finished even and smooth without using extra cement complete all as specified.

Item No. 32 : M&L for preparation of newly plastered surfaces and applying two coats of cement base paint over a coat of alkali resistant primer on wall surfaces complete all as specified.

Item No. 33 : M&L preparation of new steel surfaces of any description,not exceeding 10 cm width or girth, when unconnected with other painting or when painted in a different tint and applying two coat of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.

Item No. 34 : M&L forming embankments with solids including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base all as specified and directed. Note : Deduction 10% shall be made for increase in bulk in quantity of earth measured.

Item No. 35 : M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specified and directed.

Item No. 36 : M & L for walling of random rubble, uncoursed, well bonded bedded and solidly hearted in retaining wall, abutments etc built in cement mortal (1:4) complete all as specified.

Item No. 37 : M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto course in CM (1:4) all as specified and directed .

Item No. 38 : M & L for boulder pitching, hand packed tightly ,and grouted with cement and sand mortor (1:6) all as specified and directed.

Item No. 39 : S & F for PVC (SWR) pipes 75mm bore single socketed in any length with rubber ring joints fixed to walls as in weep holes all as specified and directed.

Item No. 40 : Returning filling including spreading,leveling and watering and well ramming in layers not exc.25cm thick each complete all as specified and directed

Item No. 41 : Removing excavated materials (soil & soft rocks) not exceeding.50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point compete all as specified and directed.

Item No. 42 : Grubbing up tree trunk exc 30 cm n exc 100 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site all as specified and directed.

Item No. 43 : Grubbing up tree trunk exc 150 cm n exc 200 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site all as specified and directed.

Item No. 44 : S & F of Mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, 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.

Item No. 45 : S&F mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred all as specified and directed.

Item No. 46 : S&F of Mild steel bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 all as specified and directed.

Item No. 47 : M&L for 20mm thick Granite (of any type) tiles machine cut, in skirting/ dado laid over and including 10mm thick backing coat in cement mortal (1:4) and jointed with grey cement slurry, and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as specified and directed.

Arboriculture

Item No. 48 :- Supply & plantation of "Jamun" tree, sapling height 3 to 4 feet including digging holes composting, watering etc complete all as specified directed.

Item No. 49 :- Supply & plantation of "Neem" tree, sapling height 3 to 4 feet including digging holes composting, watering etc complete all as specified directed.

SCHEDULE "A" (Schedule of credit) Schedule of Credite Rs 55650.00 (Minus) inserted by the MES (Note : Credite amount shall be deducted manually to arrive net bid amount)

BR Goyal Infrastructure Ltd (BID ID -3044576)

Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd. (BID ID -3050237)

Vee kay construction (BID ID -3050883)

M/s Gupta Constructions (BID ID -3050908)

Jupiter International Sales (BID ID -3051083)

M/S Umashanker Mishra (BID ID -3050429)

Aggarwal brothers and company (BID ID -3049614)

M/s Arihant Builders (BID ID -3050736)