GE AF/AMB-T-27/2024-25

Amount

Demolition of Brickwork or stone boulder masonry/PCC block masonry, built in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework & precast concrete articles and disposing off rubbish outside MD land complete all as specified and directed.

M&L for Brickwork with sub class B bricks, straight or curved on plan exceeding 6m mean radius, built in CM (1:4) complete all as specified and directed

M&L brick work with sub class'B' bricks,straight or curved on plan to any radius in half brick thick wall built in CM 1:4. complete all as specified and directed

Demolition of cement concrete (un-reinforced) in ground floor and paving not exceeding 15cm below or above ground level a complete all as specified and disposing off rubbish outside MD land complete all as specified and directed

M&L for 75mm thick PCC type D-2, (1:4:8) (using 40mm graded mechanically crushed stone aggregate) as in sub base complete all as specified and directed.

M& for 100 mm thick plain cement concrete 1 : 2 : 4 type B2 (using 20 mm mechanically crushed stone aggregate) as in hard standing laid in pannels including necessary form work, finished by spike rolling surfaces of concrete and Forming construction joints 30 mm deep and 10 mm wide filled with sealing compound grade 'A complete all as specified and as directed

Ma&L for 75mm thick PCC (1:3:6) type C-1 (using 20mm graded mechanically crushed stone aggregate) as in paving/plinth protection laid in panels and joints filled with mix of bitumen and sand (1:3) by weight, finished the surface even and fair without using extra cement complete all as specified and directed.

M&L for Chequered cement concrete coloured commercial Tiles 30CM x 30Cm x 20 to 22mm thick of with grey cement and pigment set jointed and pointed in neat cement slurry in floors and cut and polished laid and over 15mm Screed in CM 1:6 all as specified and as directed.

M&L for 60mm thick machine pressed rubber moulded precast concrete M-35 interlocking coloured paver block any shape and size conforming to IS-15658-2006 with grey cement and pigment including taking down of old paver block, complete all as specified as directed.

M&L for Sand filling under floors including watering and consolidation complete all as specified and directed.

Demolition of cement concrete (un-reinforced) any description & in any position not otherwise specifically provided for as in coping, benching, bed block , kerbs etc and disposing off rubbish outside MD land complete all as specified and directed.

M&L for Providing, cement concrete in 1:2:4 type B1 (using 20mm graded mechanically crushed stone aggregate) roof kerbs , Interlocking Tile/Paver Block or mud stops, rounded or chamfered on edges complete all as specified and directed

M&L for PCC in foundations, filling and mass-concrete type D2 (1:4:8) (using 40 mm mechanically crushed stone aggregate) complete all as specified and directed

M&L for PCC in 1:2:4 type B1 (using 20mm graded mechanically crushed stone aggregate) as in coping, benching and similar work incl form work complete all as specified and directed

M&L for PCC in surface channels and drains type C-1 (1:3:6) (using 20 mm graded mechanically crushed stone aggregate) complete all as specified and directed

M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitered/stopped end etc complete all as specified and directed

All as per BOQ srl item No. 16.00 here-in-before but Add or deduct for each 25 mm girth or part thereof over or under 30 cm ditto complete all as specified and directed

Demolition of RCC of any description & in any position (reinforcement cut as required to facilitate demolition) and disposing off rubbish outside MD land complete all as specified and directed.

M&L for Mild steel TMT bars of 10 mm dia as in reinforcement, cut to length, bent to shape required, including cranking, bending, spirally looping for columns, hooking ends & binding with and including mild steel annealed wire of not less than 0.9 mm dia or securing with clips complete all as specified and directed

M&L for Precast RCC 1:2:4 type B1 (using 20mm graded mechanically crushed stone aggregate) as in cover slab of drain, culvert and the like set in CM 1:4 all as specified and as directed.

Taking down cement plastering of any thickness on brick, concrete or stone walls, partitions, ceilings etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and as directed

M&L for 15mm thick rendering on brick or concrete surface in cement mortar 1:4 and finishing the surface with even and smooth without using extra cement all as specified and as directed.

M&L for rough cast plaster incl 15 mm thick CM 1:3 on brickwork or concrete surface complete all as specified in SSR Part-I clause 14.22 complete all as specified and directed. Note: Rough cast finish to be as described below:After applying the under coat of cement mortar 1:3 and while it is still in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg( which is generally of size between 6 to 12 mm depending on the texture required) mixed with course sand and cement in the ratio 1:1:1 shall be applied and finished even. The mix of cement and sand shall be made slightly wetter than normal for rendering to ensure that larger agg are thourougly covered.

M&L for Applying two coats of cement base paint over alkali primer on new wall surface including preparation of surface, complete all as specified and directed.

M & L for preparation of old wall surfaces and applying one coats of cement base paint complete all as specified and as directed.

Dismantling wrought iron of mild steel work of any description not otherwise provided for complete all as specified and as directed by the Engr-in-Charge.

Supply and fabricating framed steel work and fixing as in doors or gates of angle or other section with gusset plates, rails, braces, etc., Fe-290 (Gde E-165) 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 (incl of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and as directed.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground (Posts embedded in concrete) complete all as specified and directed

M&L for excavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exceeding 50m and making good surface, work in any type of soil, complete all as specified and directed.

S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;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 spd and directed by the Engineer-in-Charge

M&L for Plain Cement Concrete (1:3:6) type C-2, (using 40 mm graded mechanically crushed stone aggregate) as in foundation filling of posts and struts., etc., complete all as specified and as directed.

Dismantling fencing wire mesh, any type and any description complete all as specified and directed

Supply only galvanised mild steel chain link fencing 3.40mm dia &, 100x100mm mesh including wires weight exceeding 1.75 Kg per sqm and not exceeding 4.00 KG/Sqm complete all as specified and directed by Engr- in- Charge.

Fixing only chain link fencing, including line wires 100x100 mesh any size galvinised mild steel to any type of standards, rails, straining bolts, etc including provn of binding wire complete all as specified and directed.complete all as specified and directed

S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other , or screwed both ends , each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 5 cm but not exceeding. 10 cm long and dia of shank 5 to 10 mm complete all as specified and directed.

S&F in repair galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed.

M&L for Preparation of new steel surfaces exceeding 10 cm in width or girth, applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed..

M&L for Applying one coat of synthetic enamel paint on steel & iron surfaces of any description, not otherwise, described, over 10cm width or girth including preparation of old painted surface complete all as specified and directed

M&L for Preparation of brick, stone, concrete, asbestos cement or old plastered surfaces of any description over 10cm girth or width, not otherwise described and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed.

M&L for Excavation in trenches in soft/loose soil not exceeding 1.5 metre deep and not exceeding 1.5 metre wide for laying of pipes foundation etc or for shafts, wells, cesspits,manholes, pier holes, etc. exceeding 10 sq m on not exceeding1.5 m in depth and getting out including dressing/trimming sides and levelling/ grading and ramming of bottom of excavation complete all as specified and directed by Engineer-in-charge.

Excavation in trenches in soft/loose soil exceeding 1.5 metre deep and not exceeding 3.00 metre wide for laying of cables, pipes foundation etc or for shafts, wells, cesspits,manholes, pier holes, etc. exceeding 10 sq m on plan and not exceeding1.5 m in depth and getting out including dressing/trimming sides and levelling/ grading and ramming of bottom of excavation complete all as specified and directed by Engineer-in-charge.

Notes for BOQ Srl Item No. 40 to 41 : (i) Bailing and Pumping out of water where required shall be carried out as per clause 3.17 & 3.18 of SSR (Part-II) of 2020 without accruing any extra cost to the contractor

Demolition and breaking up 150 mm dia drain pipes, including bed concrete for Salt glazed ware, UPVC, AC, or Reinforced cement concrete pipes, set in cement mortar and removing the rubbish outside MD land complete all as specified and as directed. Note: Necessary excavation and earthwork will be measured and paid for separately under respective items.

Demolition and breaking up 200 mm dia drain pipes, including bed concrete for Salt glazed ware, UPVC, AC, or Reinforced cement concrete pipes, set in cement mortar and removing the rubbish outside MD land complete all as specified and as directed. Note: Necessary excavation and earthwork will be measured and paid for separately under respective items.

M&L for Plain cement concrete bed to 150 mm bore drain pipe including packing under and haunching against the sides of pipes, after they are laid and tested, with plain cement concrete 1:4:8 type D2 (using 40 mm graded mechanically crushed stone aggregate) complete all as specified and directed.

M&L for Plain cement concrete bed to 200 mm bore drain pipe including packing under and haunching against the sides of pipes, after they are laid and tested, with plain cement concrete 1:4:8 type D2 (using 40 mm graded mechanically crushed stone aggregate) complete all as specified and directed.

M& L for 150mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars laid under trenches jointed in CM (1:1) complete all as specified and as directed.

M& L for 200mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars laid under trenches jointed in CM (1:1) complete all as specified and as directed.

M&L for Cutting into existing manholes for connecting new drains ,making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished,and reforming benching as required for 150mm bore pipe, complete all as specified and directed

M&L for Cutting into existing manholes for connecting new drains ,making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished,and reforming benching as required for 200mm bore pipe. complete all as specified and directed

M&L for Cleaning of blocked sewage line of any dia by rodding from one manhole to next manhole and washing through in fresh water including removing all sludge, tree roots from the sewage lines and disposed off properly outside the MD land complete all as specified and directed

M&L for Cleaning of manhole of any description & size and not exceeding 1.5 M in depth including lifting up and removing sludge & accumulated solid/semi solid sludge and any other foreign material with mechanically & washing down with water for smooth functioning of sewage line all as directed, sludge obtained from cleaning shall be removed outside MD land complete all as specified and directed

All as per BOQ srl item No.52.00 here-in-above but depth exceeding 1.50M but not exceeding 3.00M complete all as specified and directed

M&L for in repairs for 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints or jointed with solvent cement joint, laid in trenches or in floors,type B, conforming to IS 13592-1992 supplied laid , jointed & tested including taking out/down old pipes complete all as specified and directed by Engineer-in-charge. Note - Rubber rings for pipes and fittings shall conform to IS 5382-1985.

S&F PVC (SWR) bends any radius 110 mm bore complete all as specified and directed by Engineer-in-charge.

M&L for 15mm thick rendering on brick or concrete surface of manholes, drain and septic tank/soakage well in cement mortar 1:4 and finishing the surface with using water proof compound even and smooth without using extra cement all as specified and as directed. Note: Water proofing compound shall be measured and paid seperately

Supply only water proofing compound liquid complete all as specified and directed

Gupta Enterprises (BID ID -3103791)

M/S SHANTI CONSTRUCTION (BID ID -3103014)

Ashwani Kumar (BID ID -3099894)

MARKANDESHWAR BUILDERS AND GOVT CONTRACTORS (BID ID -3101045)

Swami Enterprises (BID ID -3118801)

Durga Enterprises (BID ID -3104889)