Empanelment of eligible contractors at Provincial level and fixing of item rates for Gravity schemes of Hilly areas of Reasi district for execution of Jal Jeevan Mission works costing more than 50 lakhs upto 100 Lakhs Group-III involving civil

Amount

A) G. I Pipe Works

Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc [not exceeding 1.5M in width] and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5Mtr including disposal of excavated earth up to 1M from cutting edge.

All kind of soil 80%

Ordinary Rock 20%

Laying and fitting of G.I. pipes (all classes) incl labour for jointing fitting of pipe special including Tee, Elbows, bends, additional socket, unions, reducers sockets etc testing, diinfection and commissioning complete as per directions of Engineer-In-charge excl cost of earth work..

15mm to 20mm dia GI pipe

25mm to 32mm dia GI pipe

40mm to 50mm dia GI pipe

65mm to 80mm dia GI pipe

80mm to 100mm dia GI pipe

Installation of Functional House Tap Connection; the work shall consist of laying of requisite pipes, brass ferrule, incl boring and tapping the main GI Pipe line besides providing and fitting of brass bib cock complete. (The Brass ferrule and Brass Bib cock shall be as per IS specificatons with approval of Engineer in charge and shall be provided by the contractor).

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth consolidation

Providing and fixing CI Double Flanged manually operated Sluice Valve (with cap wheels) as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2)

100 mm dia

Providing and fixing CI Double Flanged Check Valve/NRV as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2)

100 mm dia

Providing and fixing of gun metal gate valve of approved quality as per BIS specifications.

65 mm dia

50 mm dia

40 mm dia

32 mm dia

25 mm dia

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, union etc, including cutting and threading the pipe etc. complete

25mm to 40mm dia nominal bore

50mm to 80mm dia nominal bore

Civil Work

E/work in bulk excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed.

(All kind of soil). 80%

(Ordinary ROck). 20%

Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40MM nominal size (Crusher)

Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level.

Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level, Walls, columns, pillars, posts and struts.

Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level, Beams, plinth beams, girders, bressumers, centilevers, suspended floor lintels roofs and staircases including spiral staircases, shelves etc

Reinforced cement concrete work in arches, archribs, domes, valults, sheiis, folded plate and roofs having slope more than 15° upto floor five ievel excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)

Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete cold twisted bars/ TMT bars Fe 500.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) Crushed

Dumping stone in horizontal on level inlcuding cost of stone [av. Size 40mm to 200mm]

centring and shuttering including strutting, propping etc.and removal of form work Foundation, footings, bares of column etc. for mass concrete Note: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item.

centring and shuttering including strutting, propping etc.and removal of form work Retaining walls. return walls. walls (any thickness) including attached pilasters. buttresses. plinth and string courses fillets etc. Note: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item

centring and shuttering including strutting, propping etc.and removal of form work for Lintels, beams, plinth beams, girders, bressumers & cantilevers Note: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item

centring and shuttering including strutting, propping etc.and removal of form work for Arches, domes valuts upto 6m span Note: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item

centring and shuttering including strutting, propping etc.and removal of form work for Edges of slabs and breaks in floors and walls Under 20 cm wide

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. Note: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item

Brick work with common burnt clay (non - modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand).

Extra for brick work with common burnt clay in super structure above plinth level upto Floor to V level

50mm Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.

15mm thick cement plaster of mix 1:4 (1 cement : 4 coarse sand).

12mm thick cement plaster of mix 1:4 (1 cement : 4 coarse sand).

Extra for plastering on circular work not exceeding 6M in radius (in one coat)

Welding of joints by electric arc welding/ gas welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangements for electric supply/ arrangement/ gas welding etc complete

White washing with lime to give an even shade on New Work (three or more coats)

Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)

Painting with synthetic enamel paint on wooden surfaces, of approved brand and manufacture to give an even shade. Two or more coats on new work

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mmnominal size well rammed and consolidated and grouted with fine sand including finishingthe top smooth and curing complete

Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured (width upto 20cm)

Finishing walls with water proofing cement paint of required shade New work (two or more coats) applied @3.84 kg/10sqm

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification (1 kg of water proofing material in 50 kg of cement)

Providing & fixing plain PVC bends (ISI) of required degree 100mm dia [as identified by Engineer-in-charge]

Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works

Providing and fixing 1 mm thick M.S. steel door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6mm for diagonal braces and central cross piece (manhole cover with locking arrangement)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth.

Providing and installation of Sign Boards of size 8' x 6' at Structures /stations including writing on Signboard using angle iron of size 50x50x6mm size for frame and post with plain black iron sheet 1.25mm thick flat 50x6mm sufficient strength to with stand high velocity winds. as directed by Engineer-in-charge.

Cost for writing on civil structure depicting the information in accordance with size of structure Lettering with black Japan paint of approved brand and manufacture.(15 cm height).

Carriage of G.I pipes from Central Store Udhampur by Mechanical Transport to site of work including cost for loading and unloading

Average 60Kms

Carriage of G.I pipes from road side to dumping place (to be identified by engineer in charge) by manual means to site of work including loading and unloading

Average 500 mtr

Carriage of Steel by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading

Average 20Kms

Carriage of Steel from road site to site of work (to be identified by engineer in charge) by manual means to site of work including loading and unloading

Average 500 mtr

Carriage of Sand and stone aggregate (Crushed) upto 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.

Average 10Kms

Carriage of Sand and stone aggregate (Crushed) upto 40 mm by manual means from road site (to be identified by engineer in charge) to site of work including cost for loading and unloading.

Average 500 mtr

Carriage of Stone aggregate above 40mm (Crushed) by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading

Average 10Kms

Carriage of Stone aggregate above 40mm (Crushed) by manual means from road site (to be identified by engineer in charge) to site of work including cost for loading and unloading

Average 500 mtr

Carriage of Soling stone/ boulders by Mechanical Transport from source (to be identified by engineer in charge) toroad side including cost for loading and unloading

Average 10Kms

Carriage of Soling stone/ boulders by manual means from road side (to be identified by engineer in charge) to site of work including loading and unloading

Average 500 mtr

Carriage of cement by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading

Average 20Kms

Carriage of cement from road side (to be identified by engineer in charge) by manual means to site of work including loading and unloading

Average 500 mtr

Note: Any item if urgently required to be executed outside the BOQ shall be paid as per SSR 2020.

Note: Any item if urgently required to be executed at site but outside the BOQ & SSR of 2020 shall be paid on approval of competent authority.

RK CONTRACTOR