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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance AKHNOOR SUNAIL JAMMU JAMMU KASHMIR 181201 UDYAM JK 07 0021444 | JAMMU | JAMMU AND KASHMIR | 181201 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
₹6.4 L
EMD Value
₹12,812
Closing Date
4 Aug 2020, 11:00 amClosed
Executive Engineer
Jal Shakti Division Indora
Construction of Pump House cum attendant Qtr.
2020_HPIPH_39381_1
IND-KNG-03-730
Open Tender
Civil Works
Item Rate
180 days
Jal Shakti Division Indora
Please refer Tender documents.
6 documents required · 6 mandatory
₹250
EE Jal Shakti Division Indora
₹12,812
Yes
24 Aug 2020
29 Jul 2020
4 Aug 2020
29 Jul 2020
4 Aug 2020
30 Jul 2020
Amount
Excavation in foundation in trenches in earth work in pick work, jumper work within all leads and lifts stacking the excavated soil not more than 3 mtr clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc., consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed within all leads and lifts as per direction of Engineer-in- Charge.
Providing, laying cement concrete 1:6:12(1cement:6sand:12graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinths within all leads and lifts as per direction of Engineer-in-charge.
Squared rubble masonery coursed with hard stone of approved quality in foundation and plinth including raking out joints in cement mortar 1 : 6 ( 1 cement : 6 sand) within all leads and lifts as per the direction of Engineer -in- Charge.
Providing and laying damp proof course 38 mm thick with cement concrete 1:2:4 (1 cement:2 sand:4 graded stone aggregate 20mm nominal size) and curing complete within all leads and lifts as per the direction of Engineer -in- Charge.
Applying a coat of hot bitumen (mexphalt 80/100 or equivalent) using 1.70 kg. per square metre on damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene oil within all leads and lifts as per the direction of Engineer -in- Charge.
Brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1:6 (1cement:6sand) above plinth level upto floor two level (2nd. class bricks) within all leads and lifts as per direction of Engineer-in-charge.
Providing wood work in frames of doors, windows, clerestory, windows and other frames wrought,framed and fixed in position 2nd. Class deodar wood within all leads and lifts as per the direction of Engineer-in -Charge.
Providing and fixing panelled and glazed or panelled and glazed shutters for doors, windows and clerestory windows including bright finished / black enamelled iron butt hinges with necessary screws in 2nd. class deodar wood 40mm thick within all leads and lifts as per the direction of Engineer-in -Charge.
Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws within all leads and lifts as per the direction of Engineer-in -Charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc., with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for insitu-reinforced concrete & plain concrete work in:
Flat surfaces such as soffits of suspended floors, roofs, landing and the line floor etc upto 200mm thickness complete in all respect within all eads and lifts as per direction of Engineer-in-charge.
Beam, cantilever, girders and lintles side and soffits of beams, beam haunching, cantilevers, bressumers and lintles not exceeding one metre in depth in all height within all leads and lifts as per the direction of Engineer -in- Charges.
Edges of Slab and breaks in floors and walls under 20 cm. wide within all leads and lifts as per the direction of Engineer-in-Charge.
Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg., 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landing and shelves and their supports balconies, beams, girders and cantilever upto floor two level complete in all respect within all leads and lifts as per direction of Engineer-in-charge)
Providing and laying cement concrete 1:1.50:3 (1 Cement 1.50 sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
Lintle beamsgirders,brassumers and cantilevers upto any floor two level etc.complete in all respect within all leads and lifts as per direction of Engineer-in-charge
Precast terrazzo tiles hydraulic compressed 20 mm thick (with marble chips of specified sizes) fixed on wall on 10 mm thick cement plaster 1:3 (1 cement:3 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of following shades:- Silver Gray Shade within all leads and lifts as per the direction of Engineer -in- Charge.
20mm thick cement plaster in single coat on fair side of brick/stone masonry walls & interior plastering upto floor two level including internal angle chamfers &/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement: 6sand) complete in all respect within all leads and lifts as per direction of Engineer-in-charge.
6mm cement plaster to ceiling in cement mortar 1 : 4 ( 1cement : 4 sand) within all leads and lifts as per the direction of Engineer-in -Charge.
15mm cement plaster in single on rough side of brick / concrete /stone masonery wall for interior plastering up to floor two level including arrises, internal rounded angles chamfers and or rounded angles not exceeding 80mm in girth and finished even and smoth in cement mortar 1 : 6 ( 1cement : 6 sand ) within all leads and lifts as per the direction of Engineer-in -Charge.
Providing plinth protection 50mm thick cement concrete 1:3:6(1cement:3asand:6graded stone agg., 20mm nominal size) including finishing the top surface concrete smooth within all leads and lifts as per direction of Engineer-in-charge.
Providing tor steel reinforcement for reinforced concrete work including bending, binding, & placing in position complete upto floor two level) within all leads and lifts as per direction of Engineer-in-charge.
Applying two coats of wood preservative on new wood and wood preservative on new wood and wood preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter,sand papering and knotting.
Applying priming coat over new wood & wood based surface after and including repairing the surface by thoroughly cleaning oil grease dirt & other foreign matter & papering & knotting ready mixed paint brushing pink primer for enemel within all leads and lifts as per direction of Engineer-in-charge.
Painting two coats(excluding priming coat) on new wood and wood surface with ready mixed paint brushing to give an even shade including cleaning of all dirt, dust & other foreign matter sand papering and stopping with ready mixed paint other than white within all leads and lifts as per direction of Engineer-in-charge.
White washing with lime on underocated surfaces (two coats) to give an even shade including thoroughly bromming the surface to remove all dirt, dust mortar dirt and other foreign matter within all leads and lifts as per direction of Engineer-in-charge.
Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface(two coat ) to give an even shade after throughly brushing the surface to remove all dirt and remains of loose powered materials within all leads and lifts as per the direction of Engineer -in- Charges.
Providing and fixing MS fan clamps type-I of 16mm dia MS barbent to shape with hooked ends in RCC slab during laying including painting the exposed position of loop, all as per standard design complete within all leads and lifts as per direction of Engineer-in-charge.
Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm diameter bolts & nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. 1:3:6 ( 1 cement : 3 sand: 6 graded stone aggregate 20mm nominal size) within all leads and lifts as per the direction of Engineer -in- Charges.
Providing and fixing Aluminium sliding door bolts anodized tranparent obright finished or/and black enamelled with bolts and nuts screw etc., (250x16mm) complete in all respect within all leads and lifts as per direction of Engineer-in-charge.
Providing and fixing M.S. tower bolts (barrel type) with screws (200x10mm) complete in all respect within all leads and lifts as per direction of Engineer-in-charge.
Providing and fixing M.S. tower bolts (barrel type) with screws (150x10mm) complete in all respect within all leads and lifts as per direction of Engineer-in-charge.
Providing and fixing M.S. tower bolts (barrel type) with screws (100x10mm) complete in all respect within all leads and lifts as per direction of Engineer-in-charge.
Providing and fixing M.S. handles with necessary screws complete 100 mm complete in all respect within all leads and lifts as per direction of Engineer-in-charge.
Providing and fixing M.S. handles with necessary screws complete 75 mm complete in all respect within all leads and lifts as per direction of Engineer-in-charge.
Providing and fixing M.S. round or square bars (16mm) at required spacings in wooden frames of windows and clerestory windows within all leads and lifts as per direction of Engineer-in-charge.
Stone / boulder filling under floor within all leads and lifts as per the direction of Engineer-in -Charge.
Providing and laying cement concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) with 15 % plum and curing complete excluding the cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per P.W.D. specification within all leads and lifts as per the direction of Engineer-in- Charge.
Providing and laying cement concrete 1:3: 6( 1 cement : 3 sand: 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge.
20 mm cement concrete topping 1:2 to 3(1 cement: 2 to 3 stone aggregate of size 4.75 mm and below, by volume) laid over and finished monolithic with base concrete within all leads and lifts as per the direction of Engineer-in-Charge.
Brick work using common burnt clay building bricks of approved quality in foundation and plinth in cement mortar 1: 6 ( 1 cement : 6 sand ) 2nd class bricks within all leads and lifts as per the direction of Engineer-in -Charges.
Pointing on brick work with Cement Mortor 1:4 (1 Cement :4 Sand ) flush pointing within all leads and lifts as per the direction of Engineer -in- Charge.
Steel work welded in built-up section, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint in beams joists channels, angle cleats as in main and cross beam, hip and jack rafters, purlins connected to common rafters, steel gate and like within all leads and lifts as per the direction of Engineer-in- Charge.
Steel work in single sections including curing, hoisting in position and applying in priming coat of red lead paint in R.S. joists channels , angles tee etc. in fencing post M.S. angles size 65x65x6mm including cost of priming coat, painting two coats approved brand complete within all leads and lifts as per the direction of Engineer-in- Charge.
Supplying & fixing galvanised steel barbed wire (IS:278-1962 Type-1) weighting 9.38 Kg per 100 metres (Menimum) straining and fixing to any type of standard rails staining bolt including securing with and provision of galvanised mild steel wire staples or steel pins etc. as directed ( posts and struts of wood concrete, steel etc. and straining bolts shall be paid for seperately)
M/S ADARSH KUMAR GOVT CONTRACTOR
Vinay Paul Government Contractor
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