CA NO GE/AFJ-86/2024-25 ADDN/ALTN TO DRAIN AT AF STN JAMMU UNDER GE AF JAMMU

Amount

Excavation of trenches n.exc 1.5m wide and n.ex 1.5m in depth for foundation etc or for shafts , wells cesspits manholes , pier holes etc n.ex 10sqm on plan and n.exc 1.5m in depth and getting out in any type of soil complete all as specified.

M&L PCC (1:3:6) C2 (using 40 mm thick graded stone aggregate)in foundation, filling and mass concrete complete all as specified and directed by Engr-in-Charge.

Returning, filling in excavated approved soil (any type of soil ) including spreading, leveling watering and well ramming in layers not exc 25 cm thick each complete all as specified and directed by Engr-in-Charge.

Removing of excavated material (soil) from distance exc 1.5Km and n exc 5.Km from excavated soil lacation as directed by Engr-in-Charge (i.e Out side AF Stn) or where low laying area complete all as specified and directed by Engr-in-Charge.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work vertical or to batter flat for rough finished surface of concrete complete all as specified and directed.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter flat rough finished surface complete all as specified and directed.

S&F TMT steel bars 10mm dia and over, cut to length bent to shape required including cranking bending rounded for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and as directed by Engr-in-Charge.

M&L for RCC (Design mix) M-30 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 as directed.

M&L for RCC (Design mix) M-30 using (20mm graded crushed stone aggregate) as in Walls, retaining walls,basement walls, ballast walls and the like,any thickness, above top of footings, including attached pilasters and buttresses complete all as specified and as directed.

Extra for forming fair finished drain or channel 100 cm inner girth in cement concrete, using extra cement, including forms, moulds, metred/stopped ends etc. Note :- Inner girth shall only measured

M&L for provisonal precast reinforced cement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregate in cover slab (for man holes, drains etc) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including necessary moulds and setting in CM 1:4 complete all as specified and directed.

S&F PVC (SWR) pipes 75mm dia single socketed for providing weep holes complete all as specified and directed by Engr-in-charge

M&L for RCC (Design mix) M-30 using (20mm graded crushed stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs, Culvert slab and in shelves and the like complete all as specified and as directed.

M&L for mild steel framed work such as grills, gratings, drain cover support etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, adders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe.290.Gde-E-165.complete all as spd and directed by Engr-in-Charge.

S&F for round bars 10mm dia and over, cut to length bent to shape required including cranking bending rounded for hooping for drain cover handle, hooking ends etc,Fe-410-W 432 (Part I) (Gde.E-250 Part- I quality-A or Fe 290 (Gde - E-165) complete all as specified and as directed by Engr-In-Charge.

Cutting into existing manhole any size 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-1 smooth finished and re-forming benching as required complete all as specified and directed.

M&L for brick work with sub class "B" brick st or curved on plan exceeding 6 mtr mean radius and built in cm 1:4 etc complete all as specified.

M&L for PCC 1:2:4 type B-1 (20 mm graded stone aggregate) as in coping, benching etc incl necessary fome work etc comlpete all as specified and as directed.

M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surface finished even & smooth without using extra cement complete all as specified.

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

S&F for 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 con- forming to Fe.290.Gde-E-165.complete all as specified and directed by Engr-in-Charge.

M&L for 450 mm dia reinforced concrete pipes, class NP3, laid and jointed complete with collars all as specified and directed.

M&L for cement concrete 1:3:6 type C-1 using 20 mm graded crushed stone aggregate in roof kerbs or mud stops, kurb stone coping cill similar bends Plint course , bed plates,parapets and railing rounded or chamfered on edge including necessary form work complete all as specified and directed by Engr-in-Charge.

Supply only precast RCC drain ( M-30 Grade) size of each pices 500x300x300 mm complete all as specified.

Fixing only for precast RCC drain ( M-30 Grade) size of each pices 500x300x300mm laid and jointed complete with collars bore of same precast drain , fixed with joint matrial as per proper follow manufacturer instruction complete all as specifiedand as directed by Engr-in-Charge. Note : Placing of precast reinforced concrete drain will be trough proper maintened gradient/slope due to which the water flow should be at its minimum flow. Department shall not make any calim to the contractor for scaffolding or any other equipment.

SCHEDULE 'A' PART-II (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.

MEELU ENTERPRISES (BID ID -3269065)

M/S IMTESH BHAT (BID ID -3268815)

m/s sushila devi (BID ID -3272865)

M/s Sunny Gupta (BID ID -3267669)

ANIKET TRADERS (BID ID -3267638)

M/s EMM KAY BUILDERS (BID ID -3272357)

M/S Shesh Paul Gupta (BID ID -3272896)