SPECIAL REPAIR TO SEWAGE LINE IN MD ACCN AT RAJAGOPAL ENCLAVE UNDER AND CONSTRUCTION OF BOUNDARY WALL AT BUILDING NO P 09 LAHORE ROAD UNDER GE (WEST) FEROZEPUR CANTT

Amount

Excavating in trenches not exceeding 1.5m wide & not exceeding 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan & getting out in soft/loose soil complete all as specified and directed.

Earthwork in excavation for all kind of soil by mechanical means (Hydraulic excavator) in foundation trenches or drain (not exceeding 1.5m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out excavated soil and disposal of surplus excaveted soil as directed within a lead of 50m complete all as specified and directed.

Excavation in trenches in soft/loose soil not exceeding 1.5 metre wide and exceeding 1.5 metre but not exceeding 3 metre depth and not exceeding 10 Sqm on plan, for shafts, wells, cesspits, manholes, pier holes, etc and getting out compete all as specified.

Excavation in trenches in soft/loose soil not exceeding 1.5 metre wide and exceeding 3 metre but not exceeding 4.5 metre depth and not exceeding 10 Sqm on plan for laying of cable and getting out complete all as specified and directed.

Returning, filling in, including spreading, leveling, watering and well ramming soft/loose soil in layers not exceeding 25 cm thickness complete all as specified and directed.

Removing excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.50 m above the starting point complete all as specified and directed.

Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 150 mm complete all as specified and directed.

Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 200 mm complete all as specified and directed.

Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 250 mm complete all as specified and directed.

M&L cement concrete 1:3:6, type C2 (using 40mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 150 mm bore pipe complete all as specified and directed.

M&L cement concrete 1:3:6, type C2 (using 40mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 200 mm bore pipe complete all as specified and directed.

M&L cement concrete 1:3:6, type C2 (using 40mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 250 mm bore pipe complete all as specified and directed.

M&L 150 mm dia reinforced concrete pipes,class NP2 laid and jointed complete with collars in trenches complete all as specified and directed.

M&L 200 mm dia reinforced concrete pipes,class NP2 laid and jointed complete with collars in trenches complete all as specified and directed.

M&L 250 mm dia reinforced concrete pipes,class NP2 laid and jointed complete with collars in trenches complete all as specified and directed.

M&L cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for & forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4 type B1 smooth finished and reforming branching as required for 150 mm dia pipes complete all as specified and directed.

M&L Rendering/plastering 15mm thick in cement mortar 1:4 on any face of brick walls or concrete surfaces with surfaces finished even and smooth without using extra cement complete all as specified.

M&L Cement concrete 1:4:8, type D2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.

M&L cement concrete 1:2:4, type B2 complete all as specified and directed as in surface channels and drains complete all as specified and directed.

M&L Providing cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, ier aps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified.

Demolition of brick work built in cement mortar of any specification and in any position complete all as specified and directed.

M&L Brick work in cement mortar 1:6 using sub class ‘B’ old size bricks, straight or curved on plan exceeding 6 metre mean radius complete all as specified and directed.

Demolition of reinforced cement concrete (reinforce-ment cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for and removing debris outside MD land complete all as specified.

M&L RCC 1:2:4 type B1 (using 20mm graded aggregate) as in Precast cover slab, shelves and similar articles and setting in mortar complete with joints to match complete all as specified and directed.

S&F Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clipscomplete all as specified and directed.

M&L 75mm thick cement concrete type C-1, 1:3:6 (20mm graded aggregate) as in plinth protection / PCC Hardstanding/ sub bases etc and all other similar works complete all as specified and directed.

M&L cleaning the blockage IWCs / EWC, bathroom/kitchen by cleaning the nanhi traps / gully traps and CI / PVC pipe line upto the 1st manhole. All the mud / sludge / kitchen waste / plants roots to be cut / removed and getting out by washing throughly traps, CI waste pipe by opening the cleaning eyes lids properly. The sludge/ waste received during cleaning process to be removed at a distance in a pit of suitable size at a distance not exceeding 100m from the bldg and bleaching powder to be spread over waste and burred under the soil / Earth, Earth work shall be included in the unit rate complete all as specified and directed. Notes:- (i) The Sweeper / safaiwala employed by the contractor shall be in possession of agency / firm dress, (ii) The sweeper / safaiwala shall be in possession of PVC / wooden pump of appropriate size with long handle / 5-6 mm dia MS plain rod. (iii) The contractor shall deploy suitable Nos of Labours with one site supervisor and will report daily to AGE B/R - II (W) complaint cell at 9.00 hrs for collection of complaints and deposit the same before 1730 hrs to concerned JE (Civ) till contract period. (iv) A sum of Rs 550/- will be deducted from contractors RAR / Final bill per day for supervisor , if Supervisor found.

Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level)complete all as specified and directed.

M&L 75 mm thick cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in sub base of floor topping complete all as specified and directed.

M&L 100 mm thick cement concrete 1:2:4, type B-2 (using 40mm graded stone aggregate) as in floor topping, surface finished even and smooth without using extra cement complete all as specified and directed.

M&L formwork to sides of pillars, posts, struts, piers, band and foundation columns and stanchions Square, rectangular surfaces of concretecomplete all as specified and directed.

M&L rendering 15 mm thick on brick work or concrete surfaces in cement mortar 1:4 finished even & smooth without using extra cement complete all as specified and directed.

M&L Preparation of new plastered surfaces and applying two coats of cement base paint over a coat chalk white primer complete all as specified and directed.

S&F MS posts and struts in fencing including cutting tops to shape as directed, 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.

S&F Galvanized 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 ofstandard rails straining bolts, including, securing or tying at crossings with and provision of galvanized mild steel wre, staples or steel pins . etc as directed (each line wire to be measured) complete all as specified and directed.

M&L providing 40 mm thick pre-cast cement concrete louvers or RCC Jali including posts made out of cement concrete 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) and set in cement mortar 1:4 including all mouldings and dismentling etc. complete all as specified and directed.

S&F anti-rust concertina coil (reinforced punched barbed tape single layer) for fencing work complete all as per following specifications :- (i) Diameter of concertina coil - 600mm dia (before stretch). (ii) Number of turns in concertina - 50 turns. (iii) Weight of each coil - 10.5 KG. (iv) Coverage per coil - 8 m (v) Centeral core wire - made from high tensile spring steel core wire conforming to IS-4454 duly hot dipped galvanised (conforming to IS-2629) with diameter 2.59 mm + 0.05mm, UTS 145-160 kg/sqmm, zinc coating 250-300 grams/sqm. (vi) Strip - Electro galvanised steel strip 0.5 mm + 0.02 mm thick, width 19mm (before wrapping on centeral core wire) conforming to IS-1573, zinc coating - 120 gram/sqm and bituminised dipped, width of barbs 11.5 mm, pitch of baarbs 25.4mm + 0.2 mm. (vii) Clips - AISI 304-1.5 mm thick 'C' & 'U' clips. 'C' special type for fixing coil and RBT wire. 'U' clips special type for joining one coil to another coil and RBT wire to RBT wire joining. (viii) No. of clips - minimum 125 for each coil. (ix) Handle and spikes to be pronided as required.

M&L preparation of new steel surafces of any description not otherwise described , over 10 cm width or girth , priming with a coat of red oxide primer and applyinng two coats of synthetic enamel paint of approved shade complete all as specified and directed.

Kissan contractor and engg works (BID ID -3497785)

RAKESH KUMAR SATISH KUMAR (BID ID -3497801)