National High Speed Rail Corporation Limited Tender
Search for the latest Gujarat tenders online related to civil works, road & transport, pipelines and more easily here on BidAssist. Here you can get any and every tender that is posted on the eProcurement Gujarat website, minus the clutter. No need for a tender ID, as on BidAssist, you can view any Gujarat tender by merely typing Gujarat in the search box.
Costs
EMD
₹ 3,56,957Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Design And Reconstruction Of Part Railway Rub No 593 Near Priyalaxmi Mill Platform No 7 Of Vadodara Railway Station In Connection With Mahsr Project For Upload In The Nhsrcl Portal
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_NHSRC_60077_1Bid Award Id
ViewTender No
NHSRCL/BRC/2020/38Tender Authority
National High Speed Rail Corporation Limited ViewPurchaser Address
-Website
http://http://www.nhsrcl.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Extra for every additional lift of 1.50m or part thereof, after the initial 1.5m, of earth work in all soils
-
-
-
a)For Lift above 1.50m to 3.00m
540.47
-
7.92
b)For Lift above 3.00m to 4.50m
540.47
-
15.84
c)For Lift above 4.50m to 6.00m
400
-
23.76
d)For Lift above 6.00m to 7.50.00m
200
-
31.68
Extra over item 011010 for excavation in foundations for buildings and bridges to cover dressing to neat dimension and plumbing sides etc. Note : Dressing under this item is payable for the total quantity of excavation in foundation and not partly.
36.73
-
12.5
Turfing/planting, including all lead and lift and watering as required until properly rooted, with Note:-Initially payment of only 40% will be made, Balance 60% will be pais only after 3 months of maintenance period if the turfing is properly rooted.
014051:-Turfing with sods, 10cm thick and 20 cm square closely laid
9.61
-
5850
Loading/Unloading ballast, kankar, brickbats, stone- chips, shingle, stone boulders, block kankar, pitching stones , rubble stones, laterite, coal, surkhi, dry mortar, sand , moorum, earth, manure or sludge, ashes, lime etc., including lead up to 50m and stacking into/from trucks, trailors or wagons
6155.02
-
37.75
Leading ballast, kankar, brickbats, stone-chips, shingle, stone boulders, block kankar, pitching stones , rubble stones, laterite, coal, surkhi, dry mortar, sand , moorum, earth, manure or sludge, ashes, lime, debris, muck, malba, etc.. for lead upto 25 km. Note : Lead under this item is payable when the same exceeds 500 M.
6155.02
-
59.54
Leading miscellaneous materials such as iron work, rails, fittings and fastenings, pipes, wooden logs, stones over pitching stone size, RCC/PCC beams/Slabs etc. and all similar articles (Each individual article or bundle being not more than 3.5 Metre long in the longest direction) including all loading, unloading and stacking, lead over 500m and up to 10 Km. Note:-Lead under this item is payable when the same exceeds 500m.
3
-
108.05
Additional lead for every subsequent Km. or part thereof over 10 Km. and up to 100 Km. over item No. 021150
90
-
4.95
Hiring and operating Multi-Utility vehicle of loading capacity one MT with sitting capacity of 4/6 persons, 4 strokes, 4 cylinders engine, factory-built metal body, cargo box type or passenger cabin type or both (with 24 hours availability), including cost of fuel, lubricants, major/minor repairs, salary of driver, toll tax, all other tax complete, operation and maintenance including running upto 1200 km in a month. The vehicle shall run on pucca, kutcha road and along the track. The contractor shall arrange road permit for vehicles for all the States of operation, as per instructions of engineer in charge and vehicle shall not be more than three years old.
6
-
33230.52
Extra over item no. 021430 for every additional km or part thereof over 1200 km in a month.
7200
-
27.64
Hiring of JCB Machine (in good working condition) for leveling and dressing ground / dismantling structures including disposal of debris through dumpers etc. with contractor’s labour, JCB machine, machine operator, fuel, etc. The contractor shall arrange road permit for vehicle for all the States of operation, as per instructions of engineer in-charge and vehicle shall not be more than three years old. Payment shall be made for actual working hours at site.
25
-
849.93
Hiring of Truck with covered body of 2 MT capacity for one shift of 8 hours running upto 80 km including driver, cleaner together with fuel and other consumable stores etc. for transport of different engineering materials.
10
-
2037.27
Providing and laying cement concrete, up to plinth in retaining walls, walls (any thickness) including attached plasters, columns, pillers, posts, struts, buttresses, strings on lacing course, parapets, coping, bed blocks, anchor blocks, plain windiws, sills, fillets etc., excluding the cost of cement and shuttering, centering, 031024:-1:1.5:3 (1 Cement: 1.5 Sand: 3 graded stone aggregate 20mm nominal size)
11.54
-
1645.73
Providing and laying in position cement concrete of M:20 grade, excluding the cost of cement and of centering and shuttering, as per direction of the Engineer in Charge. 031051:-All works up to plinth level.
107.66
-
1736.97
Centering and shuttering including strutting, propping etc. and removal of form work for : 031061:-Foundations, footings, bases of columns
275.9
-
145.78
Supply and using cement at work site:- 033062:-OPC 53 Grade
599.37
-
4830
Providing, hoisting and fixing in position up to floor 2 level M:20 grade precast RCC work including setting in cemeny mortar 1:3 and finishing smooth with 6mm thick cement plaster 1:3 on exposed surfaces complete including cost of shuttering, finishing, admixtures in recommended proportions (As per IS:9103 to accelerate, retard setting of concere, improve workability without imairing strength and durability, excluding cost of cement and steel reinforcement as per approved plan and direction of Engineer in charge. 043015:-In Slabs for drain covers, manhole covers, flue tops etc.
20
-
2587.39
Supplying Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 045014:-High yield strength deformed bars.
99474.14
-
57.94
Supplying anti corrosive reinforcement bars with fusion bonded epoxy coating after sand blasting, cleaning, induction, heating etc.of the reinforcement bars complete as per specification. including cutting, bending, placing in position and binding all complete. 045021:-Up to 16mm dia bar.
994.74
-
77.46
Supplying anti corrosive reinforcement bars with fusion bonded epoxy coating after sand blasting, cleaning, induction, heating etc. of the reinforcement bars complete as per specification. including cutting, bending, placing in position and binding all complete. 045022-More than 16mm dia bar.
497.37
-
74.41
Providing and fixing M.S. round holding down bolts with nuts and washer plates complete
140
-
65.94
Providing and fixing bolts including nuts and washers complete
2
-
105.78
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete on concrete work
1400.1
-
102.81
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade 121052:-One or more coats on old work
1400.1
-
30.39
Painting one coat with chocolate, red, grey or buff ready mixed paint of approved quality on steel or wood work.
280.02
-
32.4
Providing and laying non pressure NP2 class (light duty) R.C.C. pipes including bends etc. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement :2 fine sand) including testing of joints etc. complete up to 800mm dia. 142014:-300mm dia. R.C.C. pipe
317.48
-
366.89
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes including bends etc with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2fine sand) including testing of joints etc. complete upto 800mm dia.
142017:-600mm dia. R.C.C. pipe
317.48
-
994.95
Providing and laying non pressure NP2 class (light duty) R.C.C. pipes including bends etc. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement :2 fine sand) including testing of joints etc. complete above 800mm dia. 142024:-1200mm dia. R.C.C. pipe
317.48
-
2466.29
Providing and fixing 75mm PVC soil, waster and vent pipes including jointing and cost of spun yarn and sand etc. complete.
173.89
-
169.83
Drilling of bore well for specific depth in all types of soil and rock mechanically with all contractor's tools and plants, material and labour up to 75 Metre. 171523:-For 250 mm dia
300
-
537.19
Demolishing plain cement concrete including disposal of material within 50m lead
181022:-Mix leaner than 1:2:4 with coarse aggregate larger than
20mm
411.5
-
353.62
Demolishing brick work including stacking of servicable a materials and disposal unservicable material within 50m lead.
182013:-In Cement Mortar
2.07
-
467.47
Dismantling concrete kerb stone/ rail level platform stones/ concrete beams/ slabs or similar light structural parts/ stone without appreciable damage including stacking
417.8
-
495.9
Demolishing R.C.C. work including cutting and stacking of steel bars and disposal of unserviceable material within
50m lead. (Extra payment for scraping, cleaning and straightening of bars to be made separately)
153.53
-
903.09
Dismantling of bituminous top layer of road
67.41
-
104.14
Dismantling paver block/stone sett flooring laid in dry mortar/cement mortar/bitumen,including stacking material within 50m lead
364.34
-
49.28
Surface dressing on new surface with paving bitumen of grade A-90/ S-90 of approved quality using 2.25 kg of bitumen. per sqm with 1.65 cum of stone chippings 13.2mm nominal size per
100 sqm of road surface including consolidation with road roller of 6 to 8 tonne capacity etc. complete
503.31
-
117.49
Dismantling roofing including ridges, hips, valleys and gutters etc. and stacking the materials within 50m lead of:-184082:-Asbestor sheet
845.61
-
22.11
Dismantling wood work in frames, trusses, purlins and rafters/reepers including stacking the material within 50m lead of 185032:-Of sectional area below 40 Sqcm.
0.4
-
1455.94
Dismantling steel work in single sections including dismembering & stacking within 50m lead in
186011:-R.S. joists./ Rails
19894.83
-
0.84
Dismantling steel work in single sections including dismembering & stacking within 50m lead in:- 186012:-Channels, angles, tees and flats/rounds or any other rolled shape.
9947.42
-
0.62
Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, rain bunds if provided, platforms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. The rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank, all handling/re-handling. taxes, octroi and royalty etc. as a complete job. Cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract
4195.45
-
129.35
Earth work in excavation for foundations and floors of the bridges, retaining walls etc., including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. incl. all lift, disposal of surplus soil upto a lead of 300 M, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge 192012:-Ordinary rock
2359.18
-
345.74
Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast - in Situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, Using Admixtures in recommended proportions ( as per IS 9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra
506.67
-
1275.5
Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast - in Situ) In Bottom/top slab, side walls, toe wall and sumps haunch filling head walls or any other component using 20 mm graded crushed stone aggregate and coarse sand of approved quality of cast-in-situ RCC box of size upto 5 M (bigger inside dimension) including finishing, Admixtures in recommended proportions (as per IS 9103), if approved in Mix design, to accelerate, retard setting of concrete, improve workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra
218.32
-
1275.5
Centering and shuttering including strutting, propping etc. and removal of form for:- 195031:RCC raft foundation and pile cap.
96.88
-
145.3
Centering and shuttering including strutting, propping etc. and removal of form for:- 195032:-Abutment, pier, wing walls and return walls
176.72
-
282.6
Centring and shuttering including strutting, propping etc. and removal of form for :
195034:-Approach slab at formation level, Dirt wall/ ballast wall at formation level
50
-
145.3
Centring and shuttering including strutting, propping etc. and removal of form for :
195038:-In Bottom/top slab, side walls, toe wall and sumps haunch filling head walls or any other component
272.07
-
282.6
Making suitable designed staging for cast in-situ PSC girders/slabs upto 10.5m height from bed level upto soffit of girder/slab with all contractors materials, machinery, tools and plants, transportation complete in all respects required for casting and removal of the same after completing the work and restoring the site to original. The payment for staging shall be made on the cubical quantity of main Girders/slabs.
969.53
-
1962.01
Supplying galvanized wire net trungers made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm
136.79
-
264.99
Supply and laying of coarse sand including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer incharge in case loose slush is encountered at site of foundation before casting the foundation or before laying the filtering media.
548.35
-
1065.8
Painting the HFL and danger level marks, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc including writing complete
4
-
126.81
Providing Boulder backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders towards the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulders.cobblies will be done extra.
260.52
-
205.45
Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours (3 HP x 20 hours)
60
-
25.51
Preparation of subgrade by excavating earth upto 22.5cm depth, dressing to camber and consolidating with power road roller of 8 to 12 tonne capacity including making good the undulations etc. and disposal of surplus earth with lead upto 50 metres
428.6
-
37.7
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and re-rolling the subgrade
428.6
-
1.37
Providing and laying water bound macadam with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete.
231042:-Base course with 63mm to 45mm size including stone screening 13.2mm size
47.62
-
824.32
Providing and laying design mix cement concrete in roads, having a cube strength of M-30 using cement, coarse sand and graded stone aggregate of 40mm nominal size as per approved design. mechanically vibrated, steel form work, curing, providing and filling construction & dummy joints with approved joint filler (conforming to grade B of IS: 1834) rounding of the edges, making & filling the grooves as per drawing
24
-
2244.67
Supplying and laying precast Kerb Stone of concrete M25 Grade 30cmX 20 cm (In Section / including chamfering as per design if any) including fixing in 1:6 cement sand mortar and pointing with 1:2 cement mortar (1 Cement : 2 Sand ordinary) including all excavation /refilling, ramming and other incidental works as required.
70.4
-
325.2
Providing and fixing Cat’s Eye (Glow studs) heavy integral stem, reflective, aluminium die cast with elegant finish of size 100x100mm and
20mm high having a stem of 50mm (or 12mm dia. 90mm long) screwed and nailed to fix into the road surface or at the nosing of the central verge. The road studs should have reflectors fitted on one side of the studs (3Nos. 7 element or 1No. 29 element reflector) complete
30
-
494.8
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and in accordance with applicable specifications
28.52
-
1289.54
Providing and fixing of raised pavement markers made of polycarbonate moulded body and reflective panels with micro prismatic lens made of polycarbonate with abrasion resistant coating. The length, weight and width of body shall not exceed 95 mm, 18mm and 105mm respectively. The lower surface of the RPM shall be supported with two nylon shanks, each of length not less than 25mm. Fixed to the road by using twin nylon shanks using bituminous adhesive on bitumen roads or without nylon shanks with epoxy resin adhesive on concrete roads as per directions of Engineer Incharge. The RPM should conform to the quality standards as laid down in IR Standard Specifications
4
-
691.09
3 mm thick translucent white acrylic plastic sheet
230
-
586.5
Stone aggeregate broken : 50mm nominal size.
4
-
488.75
Stone aggeregate broken : 20mm nominla size.
4
-
546.25
Coarse Sand (Minimum zone II)
4
-
632.5
Fine sand (Zone IV) (Ordinary Sand)
138.5
-
402.5
Stone Boulders weighing minimum 35 Kg each.
50
-
345
Providing and laying Jute Geo-Textile (JGT) in slopes of Railway embankment in accordance with RDSO's guidelines for application of Jute Geotextile in Railway embankments and hill slopes no. RDSO/2007/GE:G-0008 or its ubsequent versions, including incidental earthwork and fixing rrangements
014063:- With GJ - Type 3
1.37
-
5695.11
Providing & laying water-proof treatment on roof slabs by applying after preparation, cement slurry mixed with Tapecrete acrylic based polymer water proofing compound (having solid content 30% ± 2, pH 7) in a ratio of 2:1 (2 cement : 1 water proofing compound), followed by laying of fibre glass cloth; 2nd coat of cement slurry mixed with acrylic based polymer water proofing compound and a final coat of water proofing compound brush topping having water proofing compound, cement and c/sand @
1:2:2 by weight. Complete job to be carried out as per specifications
728.41
-
567.21
Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately.
100.4
-
392.5
Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm alongwith theft resistant measures, mounted and fixed with
2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up of M.S. Tee section ISMT 50x50x6 mm - welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer- in-charge. (Note : Concreting for fixing may be done as per site requirement and paid for separately)
238041:-Cautionary/warning sign boards of equilateral triangular shape having each side of 900mm with support length of 3650mm
4
-
3281.11
Dismantling old CI/GI/WI/DI pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead up to 50 M: : Above 400 mm dia.
133433:- 600mm diameter C.I. pipe
317.48
-
266.57
Open timbering in trenches for foundations and shafts, wells, cesspits, manholes, underground tanks & the like including strutting and shoring complete :
012071:- Depth upto 1.5m
127.4
-
64.33
Arresting water leakages at isolated locations (points of leakage), at cracks and at construction joints with a putty of cement (OPC or slag), modified with a cementitious quick setting compound in a weight ratio of 1:10 (1 part compound : 10 parts cement) and modified with a silica waterproofing compound having the properties of making cement quick setting and non-shrinking in quantities to suit the water pressure conditions at the site and finally topping the plugged material with a surface waterproofing treatment (to be paid separately)
109032:-For Construction joints
24
-
805.04
Providing, Driving and installing Bored cast in situ Reinforced Cement Concrete piles of specified diameter and length below pile cap in M- 35 grade Design Mix Cement Concrete , using 20 mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, excluding the cost of casing pipe but including the cost of shoe and length of pile to be embedded in pile cap etc complete, concreting by machine batching, machine mixing, scaffolding, using Admixture in recommended proportion( as per IS 9103), if approved in design Mix, placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc, pumping and bailing out water, with all labour material complete including crossing of tracks if required, as per approved drawing, specification and direction of the Engineer in charge. Length of the pile for payment shall be measured Up to the bottom of pile cap excluding the mud mat. Payment for cement, casing pipe & reinforcement shall be paid extra
192075:-600mm diameter
96
-
2965.44
Removal of excavated/slip earth/ debris/ malba from the site of works to any other place outside Railway land/premises, including all excavations, handling, re- handling, loading, unloading and leading, etc. all labour and material as a complete job. Removal of Earth (all kinds of soils)/ROCKS, BOULDERS including mud/slush, slipped earth in catch water drains, side drains, over berms in cutting, water way of bridges, over coping of toe/breast/retaining walls etc. including crossing of nallah, railway tracks, making/repairing approach roads if required, all lead, lift, ascent, descents, or any other obstruction. Earth spoils to be dumped outside the cutting or railway embankments as per direction of Engineer in charge
6155.02
-
121.38
Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50mm with reinforcement of
6mm dia M.S. bars 4 nos. on each side including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar (1 cement: 3 coarse sand) joint thickness not more than 5mm except on curve including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge
60.19
-
521.08
Dismantling of old S.W. pipes including breaking of joints and partial bed concrete (Brick or stone) as required, stacking of useful material near the site within 50m lead and disposal of unserviceable material into municipal / Railway dumps
189085:-300mm diameter
317.48
-
65.58
Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful material including bricks duly cleaned from mortar near the site and disposal of unserviceable materials into railway dumps within 50m lead including all excavation, refilling watering and ramming etc. complete
189091:-Rectangular manhole 90x80cm (Inside dimensions) and
45cm deep.
4
-
974.45
Constructing masonry Chamber 30x30x50 cm, inside with 7.5 class designation brick work with FPS Bricks in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design
4
-
506.82
Miscellaneous item not covered in above USSOR schedule items but are necessary to be executed to complete the balance work sucessfully in all respect covered under USSOR-2011 (Ch-1 to Ch-25)
1
-
2500000
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements