CA N GE/AFJ-29/2023-24CONSTRUCTION OF SHELLING PROOF PROTECTION WALL WITH ROOF (ADJOINING ROOF OF OPS ROOM)AND IRON GATE IN FRONT OF OPS ROOM ENTRANCE AT PEER BHADRESHWAR AND DHARTI UNDER GE (AF) JAMMU

Amount

Excavation in trenches n.exc 1.5m wide and n exc 1.5m depth for foundation etc n exc 10 Sqm on plan and n exc 1.5 m depth and getting out in hard/dence soil complete all as specified.

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

M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft beams, sides and soffits, (if any) of foundation and plinth beams, and similar work vertical or to better (Rough finished surface of concrete) surfaces complete all as specified.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railling and similar works including attached pillasters, buttresses etc, vertical or to better fair finished surfaces of concrete flat complete all as specified.

M&L Formwwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete, for square, rectangular or polygonal surfaces all as specified.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc beams also play as between fllor and beams.

Reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer -in-charge.

Reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in walls , retaining walls, basement walls ,columns for steel gates and the like , any thickness, above top of footing, including attached pilasters and buttresses complete all as specified and directed by Engineer -in-charge.

Reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed by Engineer -in-charge.

Reinforced cement concrete M- 25 (Design mix) using 20 mm graded aggregate as in beam ,lintel, cantilever chajja over 1.50 span etc complete all as specified and directed by Engineer -in-charge.

TMT steel bars of 10mm dia and over for reinforcement, cut to length, bend to shape reguired including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (anneled) not less than 0.9mm dia complete all as specified and directed.

TMT steel bars of 5mm dia and over and including 10mm dia as in stirrups, spacer and binders, cut to length, bend to shape required including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (anneled) not less than 0.9mm dia complete all as specified and directed.

S & F (SWR) pipes 75 mm bore single socketed in any length with rubber ring joints fixed to walls as in weep holes incl provn of filter media & bulb complete all as specified and directed.

M&L RR stone masonary uncoursed well bonded bedded and solidly hearted build in CM 1:6 complete all as specified and directed by Engineer -in-charge.

M & L precast cement concrete solid block masonary typeB1 1:2:4 using 20mm graded stone aggregate exc 10cm width and in setting in 1:4 cement mortar complete all as specified and directed by Engineer -in-charge.

M & L cement concrete Type C- 1 (1:3:6 ) using 20 mm greaded crushed stone aggregate, as in bond stone set in CM 1:6 complete all as specified and directed by Engineer -in-charge.

M&L PCC (1:2:4 ) type B 1 using 20 mm graded crushed stone agg as in coping etc including form work complete all as specified and directed by Engineer -in-charge.

M & L Plastering 20 mm thick in 1:4 on fair face of stone work finished fair even and smooth without using extra cement complete all as specified and directed by Engineer -in-charge.

Hammer dressing with max depression on face from straight edge held against the dressed surface n exc 20 mm of lime or sand stone to face stones and dresiing of face beds and joints, as specified of random rubble walling uncourced or brought upto cources complete all as specified and directed by Engineer -in-charge.

M & L Raised pointing to random or polygonal rubble uncoursed or brought up to courses in cm 1:4 complete all as specified and directed by Engineer -in-charge.

S & F rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates etc complete all as directed.

S & F rolled mild steel plates (plain or chequered), square cut or notched (ordinary or counter sunk) forming holes etc of Fe-410 W (Gde-E-250) in base plate, size and thickness specified and directed by Engr-in-Charge.

S & F Mild steel anchor bolts ,purpose made with hexagonal or square head one end and screwed thee other , or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut exc 30 cm long and dia of neck exc 12 and n exc 20 mm all as specified and directed by Engg-in-Charge.

S & F mild steel screws 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 exc. 10 cm and n exc 15 cm long and dia of neck 5 to 10 mm complete all as specified and directed.

S & F 1.25 mm thick plain, black mild steel sheeting shaped in stepped flashings (measured as the minimum rectangle from which the pieces can be cut) as in roof bottom as in roof cladding duly stiched with MS sections with screws, sheet to be jointed with through welding including overlap of min 50 mm and provision of vallygutter , to be made if required at site including a coat of red oxide zinc chrome primer on both faces of sheetcomplete all as specified and directed.

Applying evenly a coat of black bituminous paint on surfaces of any description wood, steel, iron,concrete, brick, stone, etc.,exceeding 10cm in width or girth of black bituminous paint including surface complete all as specified and directed.

M & L for water proofing treatment on horizontal and vertical surface with polymeric water proofing membrane min weiging 3.0 kg/sqm and minimum 3mm thick reinforced with polyster non wave fabric (wt not less than 150 gms/sqm) laid on primed surface by forced application complete all as specified laid over a coat of bitumen primer @ 30 Ltr/Sqm with applling a coat of hot blown bitumen of 85/25 or 95/15 @ 1.20 kg/sqm. APP membrance shall be laid by torching with 75 mm overlap in longitudinal direction and 100 mm overlap in transverse direction and finally finished with a coat of solar reflective bituminous aluminium paint @ 100 grams/sqm all as specified and as directed by Engr-in-Charge.

M & L Cement concrete in roof kerbs and mud stops , rounded or chamfered on edges type B-1 1:2:4 using 12.5 mm graded crushed stone agg all as specified and directed.

River zone -III sand filling in bags (each bag containing minimum of 0.05 Cum of sand including sand bag) and olacing where where directed by Engr in charge complete all as specified,

M&L hard core of broken stone or boulder of gauge not exceeding 63mm, deposited,spread and levelled in layers not exceeding 15cm, watered and rammed to a true surface complete all as specified and directed.

M&L PCC 1:4:8 type D 2 using 40 mm graded crushed stone aggregate 75mm thick in sub base of floor etc, complete all as specified and directed.

M&L PCC 1;2:4 type B1 using 20 mm graded crushed stone aggregate as in floor 40mm thick finished rough including 3mm thick and 38 mm in width glass dividing strip inserted in position confirm to design and necessary formwork and all as specified,

S & F Glass dividing strip 3 mm thick and 38 mm width inserted in position confirm to design complete all as specified and directed.

M & L for framed work such as steel doors, gates or other section or angle, Fe-410-W Gde E-250 of quality "A" including all necessary pintels, bottom roller bearing, flat, slides, locking arrangements,roller type hinge complete all as directed.

S & F Pressed steel frames of size 105 X 60 mm for doors with one or more rebates lugs, hinges, lock strike plate, etc.inciding one coat of shop coated red oxide primer complete, as specified,

S & F 35 mm thick 2nd class hard wood Plain framed, panelled shutters the lock rail and pannel of 9mm BWP commercial ply or 12mm a board with commercial veneering on both faces. The size of rail and part -I kiln seasoned and chemically presure treated medium particle board with commercial face veners fitted to chowkhat complete all as specified and directed by Engr - in - charge

S&F aluminium anodised barrel tower bolts of extruded section 200mm size complete all as specified and directed by Engr - in - charge

S&F extruded aluminium alloy handles fabricated type anodised 150mm long complete all as specified and directed by Engr - in - charge

S &F aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolt and sliding bolts of extruded sections or cast aluminium alloy and fixed Length of bolt 300mm complete all as specified and directed by Engr - in - charge

S & F steel ventilator with top hung , shutter including hinges, steel peg stay, complete all as specified

S & F frosted glass , ordinary quality and glazing with oil putty or wooden n. exc 0.5sq.m in each pane and all as specified and directed.

Returning filling in incl spreading, levelling, watering and well ramming in layers n. exc. 25 cm in hard/ dence soil completeall as specified and directed.

Removal of surplus soil to a distance exc. 50m but n exc 100 m and deposited where directed at a level n. exc. 1.5 m above the starting point

M & L preperation of new plaster surfaces and applying two coat of OBD on wall over a coat of primer complete all as specified.

M&L preparation of of new plaster surface applying two coat of cement base paint on wall over a coat of primer complete all as specified.

M&L preparation of new steel surface exc 10cm width or girth and applying one coat of red oxide and two coats synthetic enamal paint over one coat of red oxide all as specfied.

M&L preparation of new wooden surface exc 10cm width or girth and applying two coats synthetic enamal paint over acoat of primer all as specfied.

SCHEDULE 'A' PART-III (Schedule of credit) Credit amount of Rs (Refer schedule of credit) for retrieved material mentioned in Sch 'A' Part-II of Tender documents in PDF form will be deducted offline during acceptance of tender of lowest bidder.

M/S KEWAL KRISHAN SANJEEV KUMAR VAID

M/S KIRAN CONSTRUCTIONS

JAMWAL CONSTRUCTION CO