MISC REPAIR TO DRAINS, REPLACEMENT AND CLEANING OF SEWAGE LINES, SEPTIC TANK, SOAKWELL, MANHOLES ETC AT 44 WEU(B) ANUPGARH UNDER GE AF SURATGARH

Amount

BOQ (MISC REPAIR TO DRAINS, REPLACEMENT AND CLEANING OF SEWAGE LINES, SEPTIC TANK, SOAKWELL, MANHOLES ETC AT 44 WEU(B) ANUPGARH UNDER GE AF SURATGARH. )

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

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

Taking down cement plaster of any description including racking out joints, hacking for keys , scrubing down with water etc, complete all as specified and directed.

M&L 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 clips, complete all as specified and directed.

Demolition of RCC any description in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition), complete all as specified and directed.

M&L for providing pre-cast reinforced cement concrete type B-1, 1:2:4 using (20 mm graded stone aggregate) as in manhole / drain covers, complete all as specified and directed.

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

M&L for brickwork with subclass 'B' bricks, straight or curved on main plan exc. 6m mean radius laid flat, in drains, old size bricks, bedded and jointed and pointed in CM 1:6, complete all as specified and directed.

M&L for 10mm thick rendering cement mortar (1:4) mixed with wpcon fair faces of brick work or concrete surfaces finished even and smooth without using extra cement (WPC will be paid separately) complete all as specified and directed.

M&L for PCC 1:3:6 type C1 (using 20mm graded crushed stone aggregate ) as in surface channel and drain etc, complete all as specified and directed.

M&L for PCC 1:2:4 type B0 (using 12.5mm graded crushed stone aggregate) as in coping or similar work, rounded or chamfered on edges including necessary formwork, complete all as specified and directed

Extra for forming fair finished to drain or channel 30cm inner girth ( inner girth only measured) in cement concrete using extra cement including forms, moulds mitred/ stopped ends etc. complete all as specified and directed.

Add or deduct for each 25mm girth or part there of over or under 30cm ditto, complete all as specified and directed

M&L for Integral water proofing compound, complete all as specified and directed

Demolition and breaking up drain pipes 150mm bore (salt glazed ware, AC or reinforced) set in cement mortar including demolition of PCC haunching etc, complete all as specified and directed.

M&L for PCC (1:3:6), type C-2, using 40mm graded stone aggregate as in bed to drain pipes of 150mm bore including packing under and hunching against the sides of pipes after they are laid and tested, complete all as specified and directed.

M&L Salt- glazed stoneware drain pipe grade ‘A’ 150mm bore, ISI marked jointed with cement mortar, laid in trenches and tested including fittings of same grade, complete all as specified and directed.

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 B-l smooth finished, and reforming benching as required for 150mm bore pipe, complete all as specified and directed.

M&L for sand filling under floors or in foundations including watering and consolidation, complete all as specified and directed.

M&L for rubber finished 60mm thick interlocking paver block with grey cement and pigment of any size and shape confirming to IS 15658-2021 M-35 grade as approved by Engr-in-Charge laid in flooring and joints filled/broomed with fine sand, complete all as specified and directed.

Demolition for stone slabs and tiles of any description or thickness in floors, aprons etc laid, bedded and pointed in any type of mortar, complete all a specified and directed

M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in bed plates, coping, kerbs, water trough and like incl. rounded or chamfered on edges, complete all as specified and directed.

Cleaning of sewage line/manholes blockages (including WC, Urinal, Kitchen and bathrooms ) systematically using necessary tools mechanical pump and /or manually such by rodding ,bamboo fanti and disc of required size (with safety measure gas etc) flushing with water the pipe until water clear the flow of sewage from both side between two adjacent manhole/gully traps or WC/NT of any size or depth, taking out sludge /roots of tree,debris, liquid,sludge in solid/ semi solid state from the manholes/ gully traps any size of depth including pumping out sludge wherever necessary ,sludging,diverting etc including all water effluences etc and removing all materials from site of work upto distance n .exc 50m and depositing in earth pit of suitable size including sprnking bleaching powder and covering sludge with earth after removing of blockage etc complete all as specified and as directed. Note : (i).These complaints are to be attended on day to day basis with sufficient manpower and tool. (ii). Contractor shall employ min 02x safaiwala per day toattend the complaint. (iii). Quoted rate is deemed to be inclusive of earthwork & excavation as required for cleaning blockages,rod/Bomboo/strip/rope/Bucket etc required for cleaning of sewage, sprinkling sufficient bleaching powder including transporting the sludge & other materials is closed vehicle. (iv) A flat recovery/penlty of Rs 400/- per complaint per day shall be levied in case of complaint is not attended.

Removal of sludge from septic tank of any capacity exc 1.50m and not exc 4.5 m deep solid/semi-solid matter of silt residue both organic or inorganic in nature (manual or mechanical) system as required and directed by Enginer.in.charge or using suction pump where ever required up to any depth by working under foul conditions and disposal of the same in out of MoD area, complete all as specified and directed. Note :The septic tank shall be cleaned measured more than one time as per requirment and directed by Egnr-in-Charge.

Cleaning and removal all scales and dirt etc from water tanks and from mouths of circulating pipe etc for 250 ltr but not exc 500 litres capacity of tanks as directed by Engr-in-Charge. Note : Date of cleaning to be written on the tank after cleaning.

Cleaning and removal all scales and dirt etc from water tanks and from mouths of circulating pipe etc for 501 lit but not exc 1000 litres capacity of tanks as directed by Engr-in-Charge. Note : Date of cleaning to be written on the tank after cleaning.

M&L rough excavation not exc. 1.5 m deep and getting out in soft/loose soil ,removing excavated material exc.1.5 km and not exc 5km and deposited where directed for forming embankments including rising (or lovering ) earth, spreading in layers not exc 30 cm thick, watering,ramming and finishing to required size,traverse shape,etc. not exc 1.5m high from base (out side MoD land), complete all as specified and directed.

Providing and laying 400 micron polythene film as per IS-2508 laid over sand /earth layer in traverse shape including all necessary cutting, overlaps not less than 300mm and wastage complete all as specifies and directed.

Procurement of empty new PVC sand bags and filling the bags with and including tibba sand/approved earth(as Approved by GE) from sources outside defence land for forming embankgement/area filling raising filling the bags with tibba sand / approved earth minimum 22 kgs in each sand bag, sealed the sand bags with 6mm nylon rope and staging the bags up to 1.5 m height by head load in such manner and arrangements as directed and making the surface of required shape for sand bags complete all as specifies and directed by Engineer-in-Charge . Note:(i) Colour of bags shall be approved by GE ii) Tibbba sand /earth required for the item,shall be supplied by the contractor from outside MoD land of any lead at his own arrangements iii) All cost of procurement of earth / tibba sand including cost of transportation, compacction, royalities,Tax etc shall be deemed to be included in the unit rate quoted by contractor.

Contract Amount shall be derived after affecting the amount of Schedule of Credit in General Summary on serial page No 17 of tender documents.

Gaurav India Corporations (BID ID -3150691)

M/s JUGAL KISHORE MISHRA AND SONS (BID ID -3146421)

RATHORE ENTERPRISES (BID ID -3150848)