PROVISION OF RETAINING WALL NEAR BLDG NO NP 16 AT NCCIU OVERHEAD SHELTER FOR PATHWAY CONNECTING BLDG NO P 110 P 111 AT MEDICAL BRANCH OF HQ NORTHERN COMD UNDER GE SOUTH UDHAMPUR

Amount

Excavation over areas not exceeding 1.5 M deep and getting out in soft/loose soil complete all as specified and as directed.

Excavating in trenches not exceeding 1.5m wide and n.exceeding 1.5m in depth; for foundation etc or for shafts,wells, cesspits, manholes, pier holes and similar work and geting out in hard/dense soil complete all as specified and as directed.

Rough excavation not exc 1.5 mtr deep and getting out in hard/dense soil complete all as specified and as directed.

Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers n.exc. 25 cm thick complete all as specified and as directed.

Back filling of retaining walls using approved earth obtained from excavation of soil complete all as specified and as directed.

Removing excavated soil to a distance exc 50 m and n. exc1.50 km out side defence land complete all as specified and as directed.

Material and labour for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.

Material and labour for Reinforced cement concrete (nominal mix) type B1 1:2:4 (using 20 mm graded crushed stone aggregates) as in footing, foundation beams, plinth beam, bases of columns etc complete all as specified and as directed.

Material and labour for formwork to sides of concrete foundation, footing, bases of column and similar work complete all as specified and as directed.

Material and labour walling of Random rubble uncoursed, bonded bedded and solidly hearted built in CM 1:6 complete all as specified and as directed.

Material and labour for extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc 40 mm to face stones and dressing of face beds and joints, as specified, of random rubble walling uncoursed or brought up to courses complete all as specified and as directed.

Material and labour for cement concrete 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in coping, kerb stone benching & haunching etc including necessay form work complete all as specified and as directed.

Material and labour for Raised pointing to Random rubble polygonal rubble uncoursed of brought upto courses in cm 1:4 complete all as specified and as directed.

Supply and fixing for PVC (SWR) pipes (110 mm dia) single socketed in any length with rubber joints laid in trenches, floor and similar work complete all as specified and as directed.

Material and labour for Precast cement concrete 1:3:6, type C-1 20 mm graded crushed stone aggregates bond stones and any discription complete all as specified and as directed.

Material and labour for 15 mm thick rendering on fair faces of stone ,finished even and smooth w/o using extra cement in CM 1:4 complete all as specified and as directed.

Material and labour for hardcore of gauge n. exc 63mm , deposited , spread and levelled in layers n. exc 15cm thick watered and rammed to a true surface complete all as specified and as directed.

Material and labour for 75 mm thick PCC 1:4:8, type D-2 by using 40 mm graded crushed stone aggregate as in sub base floor complete all as specified and as directed.

Material and labour for sand cushion 20 to 30 mm thick for laying and fixing interlocking tiles complete all as specified and as directed.

Material and labour for Machine pressed precast concrete interlocking paver block (glossy finish)of approved shape and size confirming to IS 15658-2006 of 80 mm thickness with grey cement and pigment, M-40 Grade of approved colour and design complete all as specified and as directed.

Material and labour for machine pressed precast concrete interlocking paver blocks lacquor finish any shape and size conforming to IS 15658-2006 of 60 mm thickness M-35 grade with grey cement and pigment complete all as specified and as directed.

Kerb stone of size 300 mm x 300 mm x 100 mm thick made of precast cement concrete 1:2:4 type B-0 (using 12.5 mm graded crushed stone aggregates) including earth work for laying kerb stone complete all as specified and as directed.

Material and labour for Providing cement concrete 1:2:4 mix type B-0 in steps, seismic and other similar bands, parapets and railings up to 60 cm in height, coping, kneelers apex stones , bed plates, kerb not provided for including weathering, slightly rounded or chamfered angles complete all as specified and as directed.

Material and labour for brick work with sub class 'B' bricks straight or curved on plan exc 6m radious in CM 1:4 as in brick work/brick pillars etc complete all as specified and as directed.

Material and labour 15 mm thick rendering on fair faces of brick or concrete surfaces in CM 1:6 and finishing the surfaces even and smooth without using extra cement complete all as specified and as directed.

Material and labour for preparation of new surfaces of wall and applying three coats of white wash complete all as specified and as directed.

Material and labour precast reinforced cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregate ) cover slabs including necessary form work and set in CM (1:4). complete all as specified and as directed. (Note:- Reinforcement will be measured and paid separetely.)

Material and labour for Mild TMT bar 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for colums,hooking ends, and including mild steel wire not less than 0.9mm dia or securing with clips complete all as specified and as directed.

Material and labour for TMT bars 6-8 mm dia and cut to length bent to shape required including cranking, bending, hooking ends, stirrups and bending with MS wire not less than 0.9mm dia or securing with clips complete all as specified and as directed.

S&F Precasted RCC jallies 45 to 50 mm thick (measured solid ) including all mouldings but excluding frames conforming to type B-0 using 12.5mm graded crushed stone aggregates complete all as specified and as directed.

Material and labour for plain cement concrete1:2:4 type B-2 using 40 mm graded crushed stone aggregates as in channels and drains, foundation , hanching and similar work etc complete all as specified and as directed.

Supply and fixing reinforced concrete pipes of 600 mm bore , class NP-3 , laid and jointed complete with collars complete all as specified and as directed.

Roof trusses (framed) trussed, purlins, crane gantries rails and fastenings and heavy brackets, post and similar work framing (beam, tee, channel or flat sections) including distance pieces cleats including welding riveting etc. complete all as specified and as directed.

Supply and fixing for plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe 410 W (Gde-E-250 ) quality A complete all as specified and as directed.

Supply and fixing pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and as directed.

Supply and fixing pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed rain water guter with self tapping screws complete all as specified and as directed.

Supply and fixing MS Steel screw bolts (machine made) with hexagonal or square heads at one end and screwed at other end or screwed both ends each scrwed and to be fitted with washer and one hexagonal or square nut, exc 16 to 20mm dia of neck and n exc 15cm long complete all as specified and as directed.

S&F MS Steel screw bolts (machine made) with hexagonal or square heads at one end and screwed at other end or screwed both ends each scrwed and to be fitted with washer and one hexagonal or square nut, exc 12mm to 20mm dia and exc 15cm n exc 30cm long complete all as specified and as directed.

Material and labour two coats of synthetic enamel paint over a coat of primer after preparation of new steel surfaces exc. 0.10 mtrs in girth (first grade quality) complete all as specified and as directed.

Grubbing up tree turnk girth of tree exc 30 cm and n exc 100 cm incl cutting of turnk portion protruding over ground, digging, out roots, filling hole and levelling off ground, stacking of serviceable material and removing of un serviceable material to a distance n exc 50mtr and clearing site complete all as specified and as directed.

RAMAN CONSTRUCTION CO

M/S ASHOK KUMAR PACHIALA

RAJ MOHD

VARDHMAN INTERNATIONAL

khajuria builders

vijay constrction co