Bridge And Roof Company India Limited Tender
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Bridge And Roof Company India Limited Tender
Eprocure
Opening Date17 Feb 2021
Closing Date3 Mar 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Execution Of General Civil And Road Works
Description
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Contact
Tender Id
2021_BandR_617191_1Bid Award Id
ViewTender No
BandR/HO/51205/TD/ GENERAL CIVIL WORK /02Tender Authority
Bridge And Roof Company India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
eTender_Document_General_Civil_Work-51205_Andharapradesh
BOQ Items
In any kind of Soil up to 1.5 m depth
3500
-
129.82
In any kind of Soil above 1.5 m depth & up to 3.0 m depth
100
-
143.77
Excavating trenches of required width for pipes, cables, etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including getting out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing surplus excavated soil as directed, within or outside site at unobjectionable place IN ALL KIND OF SOILS
-
-
-
for Pipes, cables etc. Up to 300 mm dia in depths up to 1.5 m
15
-
175.13
Filling available excavated earth (excluding rock) in Roads, Driveways,plinth, sides of foundations etc as per EIC in layers not exceeding 20 cm in depth, consolidation each deposited layer by ramming (mechanical means) with roller of 8T capacity and watering , within premises and including all leads, lifts. Note: Compaction under plinth should be done with plate or other vibrator as per direction of EIC.
2000
-
97.59
Supply & filling imported earth of approved quality, in plot, trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth each deposited layer by ramming and watering. Item includes compaction using Vibratory Roller of 8 to 10 ton capacity for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density (Proctor Density).
Note:
a. Tenderer to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer.
b. Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks (RCC pedestal of size 300 mm x 300 mm approx with necessary base plate) as per the instructions of the Site Incharge.
c. Tenderers to note that approval from IOC shall be obtained for the imported earth & quarry used for mass filling & necessary test reports from a Govt Engg Colleges/Universities have to be submiited for the parameters specified by IOC prior to undertaking filling in the site.
d. Item rate is inclusive of applicable Royalty for the imported earth/ Specific approval to be obtained from concerned Statutory Authorities. Necessary Royalty receipts/ NOC to be submitted by the Contractor.
f. Net quantity of compacted earth shall be paid & no compensation whatsoever on account of subsidence of soil etc shall be permitted.
2000
-
364.2
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
300
-
787.66
Providing and injecting chemical emulsion for pre-constructional anti-termite treatment & creating a chemical barrier under & around column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along external perimeter of building, expansion joints, surrounding of pipes & conduits etc. @ 1 litre per hole , 300 mm apart inlcuding drilling 12 mm dia holes and plugging with cement mortar 1:2 to match the floor complete as per IS specifications (IS:6313) confirming to manufacture and as directed by IOCL
100
-
113.27
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). Item includes mixing water proofing material in cement concrete work @ 1 kg per 50kg of cement. Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil.
1
-
312.8
Making plinth protection 75mm thick of cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
10
-
349.4
Supplying and Local sand filling within the grading zone V or as approved by site incharge of fine aggregates specified in attached specifications, in plinth, under floors, pipeline corridors, landscaping, drain beds etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete.
500
-
711.86
Centering and shuttering including strutting, propping etc. and removal of form work for PCC/RCC in foundations, footings, bases of column (with Props or Tubular/ MS Structure or Metallic sheets or 12 mm thk waterproof ply as applicable, directions of the Site Engineer & per enclosed specifications)
-
-
-
for PCC/RCC in foundations, footings ( R/ wall/ Culvert etc), bases of column etc
2000
-
150.74
Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ)
300
-
327.61
Lintels,pedestal, beams plinth beams,girders bressumers and cantilevers for RCC
1000
-
266.62
Columns, Pillars, Piers, Abutments ( Retaining Wall/ Culvert Wall), Posts and Struts for RCC.
5000
-
363.33
Stairs, (excluding landings) except spiral-staircases for RCC
5
-
325.87
Plain & Reinforced Concrete Works (PCC/RCC): Providing and laying in position, machine batched, machine mixed design mix of specific grade of cement concrete for plain/ reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying (if required) but excluding the cost of centering, shuttering, finishing and reinforcement. Item includes 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 Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.
Note:
a. Batch mixing plant of capacity to be approved by Site Engineer for the works shall be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternately, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.
b. Contractor shall be permitted to convert design mix of concrete to be arrived at based on laboratory testing into suitable volumetric mix in to order to achieve required design strength.
c. Mixing of concrete shall be with Weigh Batch mixing plant of adequate capacity to be approved by Site Engineer. Mechanical mixer can be used for placing concrete up to 5 CUM/ shift with specific approval of Site Engineer.
d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. Item rate is inclusive of necessary surface finishes like broom/ rough finish as per the scope of works & directions of Site- Incharge.
e.Curing of concrete inlcuding supplying & providing water & Compaction shall be part of the rates.
f. Item to be operated for all types of floors, footings, beams, columns, copings, pipe/ drain culverts, Cable tunnel or other concrete structures as required at site at all levels. Payment shall be made as per drawing dimensions.
g. Item rate is inclusive of Submitting Design Mix reports & test reports from Govt Engg Colleges/Universities as per the directions of the Site Engineer.
-
-
-
1 CEMENT:4 COARSE SAND:8 AGG. 40MM grade plain cement concrete (Min cement content considered @ 220 kg/cum) - At all levels
320
-
3473.02
1 CEMENT:3 COARSE SAND:6 AGG. 20MM grade plain cement concrete (Min cement content considered @ 240 kg/cum) - At all levels
1800
-
3821.54
1 CEMENT:1½ COARSE SAND:3 AGG. 20MM grade plain cement concrete (Min cement content considered @ 300 kg/cum) - At all levels
2
-
4595.26
M-25 grade Reinforced cement concrete (Min cement content considered @ 330 kg/cum) - Above Plinth & Up to Floor Level 5
2
-
5829.89
M-30 design mix cement concrete (Min cement content considered @ 340 kg/cum) grade for all uses
2300
-
5260.93
Note : If the Batching Plant and Transir Mixer to Mix and Transport Concrete at site is provided by B&R then a recovery Charges @ 750 /cum will be made from Agency's R/A Bill & Final Bill .
-
-
-
Providing grouting under base plates with cement mortar 1:1 (1 cement : 1 coarse sand) including anti shrinkage compound with necessary finishing etc all complete as per directions of engineer-in-charge.
0.5
-
8506.54
Providing grouting in pockets with cement concrete 1:1:2 (1 cement : 1 coarse sand : 2 coarse aggregate 10 mm nominal gauge) including approved anti shrinkage compound as per manufacturer’s specifications with necessary finishing etc all complete as per directions of engineer-in-charge.
2
-
7975.05
Providing weep holes using PVC pipe of 75 mm dia (6 kg/sqcm) at regular intervals, inlcuding providing pebbles & sand packing/mesh for draining seepage water & as per directions at site.
100
-
43.56
Fixing of Reinforcement for RCC including straightening, cutting, bending, placing in position & binding all complete at all levels using Thermo Mechanically Treated (TMT) Bars Fe 500 grade,Conforming to IS1786. (Reinforcement will be supplied by B&R)
Note: a. Rate includes the cost of binding wire, laps, chairs & spacer bars which shall not be measured for the purpose of payment.
b. Rate also inlcudes providing necessary cover blocks in CM 1:2 as per required thickness & as per drawings.
120
-
5500
Brick work with F.P.S. (non modular) clay fly ash bricks class designation 7.5 conforming to IS: 12894 in Cement mortar 1:4 (1 cement : 4 coarse sand) in superstructure ABOVE PLINTH AND UP TO FLOOR V LEVEL
450
-
3875.42
Half brick masonry (115 mm thick) with F.P.S. (non modular) clay fly ash bricks class designation 5.0 in Cement mortar 1:4 ( 1 cement : 4 coarse sand) IN superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL inlcuding providing and placing in position 2 Nos. 6mm dia. M.S. bars, including providing 75mm thk. horizontal band in CC mix 1:2:4 at every third course of half brick masonry.
10
-
606.96
STONE PITCHING:stone pitching 225 mm thick including supply of stones and with raised & cut pointing with cement mortar 1:3 and preparing surface complete.
800
-
625.6
Plastering & Finishing
Note: a. Rate is inclusive of curing of plaster including supplying & providing water, scaffolding as required & associated labour.
Providing and laying cement plaster on surfaces with Coarse/ Fine sand (as applicable) including curing, scaffolding etc.
-
-
-
In 20 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) with sponge/ rough texture finish
800
-
196.04
In 6 mm thick cement plaster of mix 1:3 (1 cement: 3 coarse sand) with providing Neat cement punning for drains & other places as per the instructions of Site Engineer
2000
-
144.64
In 12 mm thick Cement plaster of mix1:4 (1 cement: 4 coarse sand)
1400
-
140.28
In 6 mm thick plaster of mix 1:3 (1 cement: 3 fine sand)
2500
-
111.53
Providing and fixing 150 mm wide 24 SWG Chicken Wire mesh between junctions of column/beam and walls, fixed with U nails 150 mm centre to centre before plastering the junction.
600
-
43.56
Forming groove of uniform size from 12x12mm and upto 25x15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Site In-Charge.
150
-
55.76
Providing & fixing Stainless steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (all fittings included) including fixing of the pipe with clamps at 1.00m spacing including cutting and making good the walls including testing of joints complete as/direction of Engineer in charge. Exposed on walls or concealed in walls /others
-
-
-
34.00 mm OD SS pipe
50
-
717.95
48.60mm OD SS pipe
50
-
915.74
Providing & fixing MS grills of required pattern in frames of windows etc. with M.S. flats, square or round bars ncluding mechanical cleaning of the structures SA 2.5 & painting the same with 2 coats of P3 primer, and 2 coats of F6 finish paint of approved colour and shade as per enclosed specifications & as per site direction etc. all complete.
30
-
81.9
Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10metre openable length(total length 90m) having 50 nos. rounds per 6 metre length, upto 3 m height of wall with angle iron 'X' shaped placed 3.00 m apart and with 6 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Site In-Charge with reinforced barbed tape (RBT)/ Spring core(2.5mm thick)wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478gm/metre. (cost of M.S. angle, C.C.blocks shall be paid separately)
600
-
197.79
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia GI wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge using hot dipped galvanised wire of 4mm dia (The rate for civil works for excavation, brick masonry, PCC shall be paid separately)
80
-
435.65
Providing & fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Site In-Charge) of bare metal thickness 0.50mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, with 5-7 micron epoxy primer and polyester top coat of 15-18 micron on both sides,total coated thickness(TCT) of 0.58mm.Sheet shall have protective guard film of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m or as desired by Site In-Charge.
Note: Rate inlcudes providing water tight sealing with Sillicone Sealant for all the joints wherever applicable.
-
-
-
Profile Sheet for roofing & cladding
40
-
1083.03
Plain Sheet for Ridges & Barge Boards (500 - 600mm)
2
-
279.69
Plain sheet for Flashings/ Aprons.( Upto 600 mm)
10
-
258.77
Plain Sheet for Gutter .(600 mm over all girth).
1
-
646.51
UV stabilised 2 mm thick plain FRP sheet
12
-
409.51
Supply, providing, fixing of Rubber fenders using minimum 300 mm wide & 50 mm thick high quality hard wearing UV resistant, suitable for heavy impact SBR rubber with drilled holes @ every 1 m c/c minimum for loading/ unloading platform of Warehouse with necessary studs, fasteners on to the nosing channel/ angle & as per the directions of Site Engineer.
10
-
4113.43
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs,balconies,terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thickjointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 andapproved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster & finally finishing surface with trowel with neat cement slurry and making pattern of 300x300mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Engineer-in-Charge : with average thickness of 120 mm and minimum thickness at khurra as 65 mm.
200
-
802.47
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design by chasing 75x75mm deep.
50
-
119.37
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size ) over the P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.
20
-
145.5
Providing & laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment & sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
5
-
231.76
Preparation and consolidation of sub grade with Vibratory road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises.
10
-
70.57
Providing & laying 100mm thick factory made Pre-cast cement concrete interlocking paver block of M 40 grade made by block making machine with strong vibratory compaction & of approved size and design/ shape /shade and as per IOCL's specifications. The paver block will have peripheral chamfer,with average crushing strength more than 40 N/Sq.mm as/ BS6717 Part -1(1986), maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length & width and +/- 3mm on on thickness. The job includes supplying & laying a layer of 50mm thick clean course sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand,compacting with machine vibrator to required line and level, etc. complete.(Payment for provision of edge restraints shall be made separately);- Grey or Coloured 100mm thick paver blocks.
800
-
977.61
Providing & laying 80mm thick factory made Lacquered finish Grey/ Coloured Pre-cast cement concrete, interlocking paver block of M 40 grade made by block making machine with strong vibratory compaction & of approved size and design/ shape ,shade and manufacturers and as per IOCL's specifications. The paver blocks shall have peripheral chamfer, with average crushing strength than 40 N/Sq.mm as per IS15658 maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length & width and +/- 3mm on thickness. The job includes supplying & laying a layer of 50mm thick clean course sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand,compacting with machine vibrator to required line and level, etc. complete .(Payment for provision of edge restraints shall be made separately)
50
-
738.87
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of up to 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, aying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,Vacumm dewatering, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, painting for consruction joint etc complete as per direction of Engineer-in-charge (Item of joint fillers & sealants for expansion joint, dowel bars with sleeve/ tie bars to be paid separately). Item also includes provision of hardners. Note:- Cement content considered in M-30 is @ 340 kg/cum. Less cement used as per design mix is recoverable separately. No extra payment for excess cement if used shall be payable.
1000
-
5590.29
Construction of granular sub-base(GSB) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value -30, Thickness as desired ( in layers not exceeding 200 mm) by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and roller to achieve the desired density, complete as per specification compacting with vibratory power & direction of Engineer-in-charge.
4
-
1620.63
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) (in layers of not more than 150 mm ) wet mix macadam (WMM) specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications of Engineer-in- charge.
1800
-
1653.73
Providing and making expansion joint 25 mm wide including supplying & providing 25 mm thick bitumen impregnated fiber board (Shalitex of M/s.Shalimar or approved equivalent). The top 15mm of the joint shall be cleaned and filled with putty sealing compound (M/s.Fosroc - NITOFLOR FC 140 / Pidilite or equivalent) including cleaning, providing 32 mm dia Dowel bar with 40 mm Dia, 150 long G.I. pipe (Heavy Duty) with cap & filled with cotton waste etc complete as per drawings and as per directions of the site engineer. Note: a. The joint & the fiber board shall be for the entire depth of the concrete slab
400
-
2027.52
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge.
100
-
3887.76
Separation Membrane of impermeable plastic sheeting 125 micron thick sqm 12.00
4000
-
10.46
Dismantling manually/by mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as per direction of Engineer-in-charge :
-
-
-
Bituminous road including WBM
50
-
137.66
Demolishing C.C. /R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1000m, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
2
-
1037.72
Service Water / Drain Works
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. for Service Water & other external applications. Rate is inclusive making, providing all specials for jointing etc
-
-
-
with B class 25 mm dia NB
5
-
160.32
with B class 50 mm dia NB
5
-
266.62
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
-
-
-
with 25 mm dia NB
1
-
332.83
with 50 mm dia NB
1
-
582.03
Providing and fixing gun metal non- return valve of approved quality (screwed end):
-
-
-
with 25 mm dia NB horizontal
1
-
318.9
with 50 mm dia NB horizontal
1
-
766.75
Constructing masonry Chamber 30x30x50 cm, inside with 50 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100 x 100 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, with Common burnt clay bricks of class designation 50
1
-
927.07
Providing and laying NP2 / NP3 class R.C.C. pipes 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: Medium Duty, Laying Mechanically/manual
-
-
-
150 mm dia pipe - NP2
30
-
277.07
250 mm dia pipe - NP3
30
-
374.66
300 mm dia pipe - NP3
30
-
402.54
600 MM dia pipe - NP3
40
-
1953.46
900 MM dia pipe - NP3
40
-
3074.83
Inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (Heavy duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : with Common burnt clay bricks of class designation 50
2
-
6695.98
Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay bricks of class designation 50
2
-
17824.27
Extra for depth for manholes Size 90x80 cm, With common burnt clay bricks of class designation 50
2
-
4434.94
Extra for depth for manholes Size 120x90 cm, With common burnt clay bricks of class designation 50
2
-
5313.21
Providing & installing turbo air ventilator on shaft having following specifications : ventilator dia - 28”, throat (Neck) dia. - 21” and 36 Aluminum fins of 0.5 mm thickness, M.O.C. complete stainless steel 304 with fins & rivets of aluminum. These are supported on FRP base with profile matching to Zinc Aluminum shaft. The thickness of FRP shafts shall be 1.8 to 2 mm and length 1800, width shall be 0.6 to 0.8 meter (to match with galvalume sheet) and color milky white, semi-transparent type.
2
-
3075.7
TOTAL ESTIMATED VALUE OF WORK AGAINST SL NO : 1 TO 140 ABOVE INCLUDING ALL TAXES & DUTIES, ROYALTIES, CESS, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES ( IF ANY ) OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST
-
-
-
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