National Highways Authority Of India Tender
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Costs
EMD
â‚ą 16,31,000Document Cost
â‚ą 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NHAI_207295_1Bid Award Id
ViewTender No
PD-JAL/JAL-ASR/NH-1/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
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BOQ Items
Plastering on walls with 12.5 mm thick cement plaster 1:4
30.19
5093
168.75
Preparation of plastered or concrete surface for painting (including sand papering the surface) using Acryllic Wall Putty by applying two or more coats to get required finish including priming coat to make an even surface before applying Acrylic wall putty on new plastered surface.Complete as per
specifications.
157.54
16738
106.25
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
1358.96
80081
58.93
Providing and applying 2 coats of Oil based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
662.3
70960
107.14
Providing and fixing in position Chinaware Indian Orisa water closet size 580x440 mm of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI makred including cost of PVC long bend 32 mm dia complete in all respect and to the entire satisfaction of Engineer-in-charge.
4
19010
4752.68
Washbasin (Providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbingand polishing of cut edges etc. complete.)
1
858
858.93
Uriene (Providing and fixing in position Vitreous Chinaware white urinal with concealed or in built P-trap (size 310x370x640 mm) with built in water seal, outlet to wall and water inlet from back of approved make (to the approval ofEngineer-in-charge) complete in all respect.)
4
37657
9414.29
Providing and fixing in position stainless steel sinks of approved make (to the approval of Engineer-in-charge) 1mm thick,grade-304 (18/8) with waste coupling complete in all respect. (b) Rectangular Sink with Deluxe Border Single Bowl Overall Size 555 mm x 475mm x 200 mm
4
23146
5786.61
Providing and fixing in position C.P elbow action pillar tap of approved make (to the approval of Engineer-in-charge) complete in all respect.
12
22607
1883.93
Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge
12.6
46057
3655.36
Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete in all respect as per the directions of Engineer-in-charge.(65mm)
15
2839
189.29
Broken Glass of Toll Booth (Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item)).(Float glass panes of 5 mm thickness)
97.8
90377
924.11
Providing Polyester Powder coating 50 micron any coloured specified to alumnum section of various sizes including carriage of material from market to workshop & workshop to site of work.
30
1821
60.71
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.
-
-
-
PVC Pipe (160mm o/d PVC pipe of 2.5 Kgf. /sqcm)
252.56
61144
242.1
PVC Pipe (200mm o/d pipe of 2.5 Kgf. / sqcm) Roof
27
10150
375.94
Providing and fixing in position H.C.I. soil waste vent or antisyphonage pipes to I.S.I. specification of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of lead jointing.
(a) 160mm i/d H.C.I. pipe lines laid complete
252.56
117185
463.99
ELECTRIFICATION
-
-
-
Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches withindicator etc. and covered with Frame Plate
etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½" deep for walls and CI 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):- Wiring light point.
20
10339
516.96
Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches withindicator etc. and covered with Frame Plate
etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½" deep for walls and CI 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):- Wiring 6Amp. wall socket point.
9
3776
419.64
Erection of Ceiling/ Cabin/ Exhaust fan having connection with PVC insulated PVC sheathed two single core copper conductor (FR) cable 0.75sq.mm complete:-(Erection of Exhaust fan with louver shutter on the wall/ window grill)
12
2507
208.93
Supply & erection switch confirming to ISI specifications. The entire switch assembly/unit should be properly earthed and the job is to be completed as approved by Engineer-in-charge.(Switches at Building & Booth 6 Amp.)
15
2625
175
Supply & erection switch confirming to ISI specifications. The entire switch
assembly/unit should be properly earthed and the job is to be completed as approved by Engineer-in-charge.(Switches at Building & Booth 16 Amp.)
20
3500
175
Supply & erection sockets confirming to ISI specifications. The entire sockets
assembly/unit should be properly earthed and the job is to be completed as approved by Engineer-in-charge (Sockets at Building & Booth 16 Amp.)
10
2000
200
Supply & erection sockets confirming to ISI specifications. The entire sockets
assembly/unit should be properly earthed and the job is to be completed as approved by Engineer-in-charge (Sockets at Building & Booth 6 Amp).
60
3900
65
Supply & erection of boards confirming to ISI specifications. (Board Sheet (8 x 3))
10
3000
300
Supply & erection of boards confirming to ISI specifications.(Board Sheet (8 x 12))
12
4800
400
Supply & erection LED lights confirming to ISI specifications. The entire job is to be completed as approved by Engineer-in-charge (LED Lights High mask)
18
61200
3400
Supply & erection High Mask Autocut panel B/S.The entire job is to be completed as approved by Engineer-in-charge
2
18000
9000
Supply & erection Cable 3 Core 25 mm Copper job is to be completed as approved by Engineer-in-charg
350
230650
659
Supply & erection Generator Autopanel 125 KV as per the direction of Engineer-in-charge
1
75000
75000
DRAIN (BHS) OF VIP LANE
-
-
-
Excavation manually in trenches with straight or open cutting in built up street/ lane having wall to wall width of street/ lane upto 3.0 metre, for intramural sullage drains, extramural intercepting drains and outfall drains, storm water channels and other work contingent or incident thereto, to full dimensions and depth as shown on the drawings or as shall be required by Engineerin- charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic. Providing and fixing and maintenance of caution boards, fencing, night signals, for leads upto 15m and for all lifts and subsequent refilling, watering and dressing upto groung level, including removal of surplus spoil from the site upto 15 metre distance complete in all respects.All classes of soil except rocky
6.4
977
152.68
Reinforced cement concrete M-20 mechanically batch mixed using batch type
concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel
reinforcement centring and shuttering in foundation and plinth.
32
147371
4605.36
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer -in-charge
40
44500
1112.5
Dismentlling Concrete (D) Cement concrete plain1:2:4 mix
495
603281
1218.75
Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site with transit mixer with lead up to 10 km., laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing.
247.5
624477
2523.14
Cement Concrete Pavement:Construction of un-reinforced M-40 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement with Fly ash (subject to maximum 25% of cement content) of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in acontinuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per clause 602 of MORT&H 5th Revision.
247.5
1251578
5056.88
Modular Rain water Harvesting Unit:
A.
i) Supply and installation of Micro filter of FRP container Rain water harvesting filter unit with 304 stainless steel strainer capable of elimination finer particulate of up to 100 micron in size the filter is of 6" inlet and outlet opposite each other at 180 degree with minimum 40 CUM per Hour capacity, as per specification. (1 no.)
ii) Supply & Install 400 GSM Geo textile: - To avoid invasion of soil, provide stability to the tank, and improve quality of water within the tank with tensile strength. (130 sqm)
iii) Supply and installations of De Silting chamber with respect to gravity line with 1% gradient from storage tank to recharge tank & retension /Buffer borewell tank (2 no.)
iv) Supply and installations of inlet & outet connection of 6" dia. Pipe by using 50 mm grass paver including fitting and accessories with respect to gravity line with 1% gradient from storage tank to recharge tank & retension /Buffer borewell tank (2 no.)
v) Supply and installation of borewell / Buffer Modular tank which is made up of 100% polypropelene material wrapped by 300 GSM Geotextile. The Modular structure with large and small plates having 97% of void volume ratio Fixed thru the Clips of each module to avoid any collapse or make the entire modular structure intact and design to bear 25 tons per sqm of load as per specificaion the size is 685MM x 408MM x 450MM Note Geotextile rates are not included in this item. (45 Cum.)
vi) Supply and installation of 160 MM dia 6 kg/cm2 pressure rating PVC pipe with 1% gradient from filteration unit to recharge / storage / borewell retension pit including all fittings and accessories. (12 RMT)
2
2385000
1192500
B. Excavation, desilting, chamber and boring:
i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete in all respects within all leads and lifts as per latest MoRTH Specification and to the satisfaction of Engineer-in-charge.
ii) First class burnt brick work laid in lime mortar 1:2 (one lime and two surkhi) foundation and plinthfor filter chamber & desliting chamber
iii) 12.5 mm thick cement plaster 1:2
iv) RCC Slab:Providing and Placing in position Reinforced cement concrete in super-structure complete in all respects (reincforcement to be paid separately) within all leads and lifts as per drawings and Technical Specification of MoRTH clause 1500 &1600 1700 and to the satisfaction of Engineer-in-charge.
v) Boring upto 150 feet depth
2
502849
251424.52
Installation of Harvesting Unit including Labour and all accessories as per the drawing and specification.
2
509000
254500
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
72.5
7806
107.67
Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete in all respect as per the directions of Engineer-in-charge.(For toll booth)
25
4575
183.04
Providing and Fixing Single Glazing with 6mm thick glass with high perfromance coating as per relevent codal provisions as per satisfaction of Engineer-in-Charge.
13.92
31705
2277.68
Corrugated G.I. Sheet roofing 0.80 mm thick fixed with galvanized iron J or L hooks 10mm dia, G.I. Limpot and bitumen washers complete excluding the cost of purling rafters and trusses
51.38
42434
825.89
Deodar wood cup board shutter withplywood panels or faced on both side fixed in position (excluding the cost of handles bolts hasp with staple but including the labour for fixing them.30mm thick.
38.08
104176
2735.71
Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item) Float glass panes of 5 mm thickness
15.12
13972
924.11
Toll both Painting.( Painting two or more coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work.)
-
-
-
Safety Pipe
75.36
4171
55.36
Poll
173.25
9590
55.36
Protection Pipe
44.1
2441
55.36
Toll Canopy pillar & angle painting (P1)
25.2
1395
55.36
(P2)
22.05
1220
55.36
(P3)
7.2
398
55.36
(P4)
16.2
896
55.36
(P5)
67.5
3736
55.36
Miscellaneous
200
11071
55.36
Corrugated G.I. Sheet roofing 0.80 mm thick fixedwith galvanized iron J or L hooks 10mm dia, G.I.Limpot and bitumen washers complete excluding the cost of purling rafters and trusses
825
681361
825.89
Providing & fixing Cannopy Lights (200 Lux) complete in all respect as per the direction of Engineer-in-charge
8
104000
13000
Providing & fixing Bullnose Blinker complete in all respect as per the direction of Engineer-in-charge
10
100000
10000
Providing & fixing Lighting Arrester complete in all respectas per the direction of Engineer-in-charge
2
10000
5000
Providing & fixing AC (Voltas 1 Tonne) at Toll Booth complete in all respect as per the direction of Engineer-in-charge
8
197592
24699
Providing & fixing (Wall mounted Fan) Bajaj Esteem 400mm at toll booth complete in all respect.
8
15192
1899
Providing & fixing Fire Hydrants with jointing including all carriages complete. (without Fire Hydrant surface box) Size 80mm complete in all respect.(C.I Fire Hydrants 1S-908)
15
90682
6045.47
Static Weigh Bridge (Platform) complete in all respect as per the direction of Engineer-in-charge
2
1900000
950000
SWB (Work Station) complete in all respect as per the direction of Engineer-in-charge
2
100000
50000
SWB (Reciept Printer) complete in all respect as per the direction of Engineer-in-charge
2
40000
20000
SWB (Cabin Camera) complete in all respect as per the direction of Engineer-in-charge
2
26000
13000
SWB (Incident Capture Camera) complete in all respect as per the direction of Engineer-in-charge
2
41000
20500
SWB (License Plate Capture Camera) complete in all respect as per the direction of Engineer-in-charge
2
41000
20500
2 KVA Online UPS (Static Weigh Bridge) complete in all respect as per the direction of Engineer-in-charge
2
54000
27000
Static Weigh Bridge (Civil Work) with Approach complete in all respect as per the direction of Engineer-in-charge
2
1000000
500000
Static Weigh Bridge (Cabin 1.5mx1.5m) complete in all respect as per the direction of Engineer-in-charge
2
200000
100000
Medium Speed Weigh in Motion (Platform) complete in all respect as per the direction of Engineer-in-charge
8
6100000
762500
MSWIM (Civil Work)complete in all respect as per the direction of Engineer-in-charge
8
400000
50000
Kerb Repairing Cast in Situ Cement Concrete M20 Kerb (Construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade Kerb stone laid with Kerb laying machine, all complete as per clause 408.)
320
58025
181.33
Kerb Painting (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.)
80.64
8682
107.67
Grade Seprator 8 Lane (Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications)
200.16
63901
319.25
Grade Seprator Painting 8 Lane (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.)
30.02
3232
107.67
Road Marking with Thermoplastic Compound (Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications).
38
20922
550.6
Informatory sign board 600x450mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .
-
-
-
Lane Board (Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012)
8
24971
3121.43
VIP Lane Board(Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012)
2
6242
3121.43
Fast Tag Board ((Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012))
8
24971
3121.43
Informatory sign board 800x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. (Stop board on Bull Nose.)
8
35190
4398.85
Informatory sign board 800x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012.Sign board 6000x1500mm cantilever type single sided as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012.
42.75
188023
4398.21
Mandatory sign board 900mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 4mm thick aluminium Composite material (ACM)
sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 .
-
-
-
Stop Sign (Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012)
10
51436
5143.67
Compulsory Keep Left(Using high intensity Microprismatic grade retro
reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012)
10
51445
5144.56
Providing and laying 50 mm thick factory made cement concrete interlocking paver block of M-30 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt. ( Also not to used over footoaths).
10010
5380375
537.5
Boundary Wall
-
-
-
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
168
11550
68.75
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
6.05
23323
3856.4
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
35.24
169412
4808.04
First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth
136.18
599927
4405.36
Plastering on walls 6 mm thick cement plaster 1:2 on Boundary Wall
621
90932
146.43
Providing & fixing TMT Bars (Fe 500)(ISI Marked) complete in all respect as per the direction of Engineer-in-charge
24.34
88028
3616.07
Providing cement pots at site of work, filling 2/3rd volume with mixture of good earth and screened manure and cocopeat in the ratio 2:1:1. - 60 cm size of pots
20
10160
508.04
Rolling shutter made of 80mm x 1.25mm machine rolled laths. DG Room Shutter
71.4
135405
1896.43
Top cover for rolling shutter
11.9
5312
446.43
Providing and laying Laminate wooden flooring (Grade AC4 or AC4+ laminates) 6 mm to 12 mm thick, having a good backing layer made up of plastic laminate or melamine, core made up of medium-density fiberboard MDF),which is less resistant to impact damage and less resistant to being dented by heavy furniture, having a décor layer to give each floor its appearance and consisting of one or more sheets of paper impregnated with melamine resin and top wear layer having clear aluminum oxide finish that protects the decorative layer & imparts the desired level of sheen, from full gloss to low gloss, duly fixed to the base floor using adhesive as approved by the manufacturer.
3.2
5834
1823.21
Chamber Cap - Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
1.03
4964
4808.04
Providing & Fixing Water Tank 1000L complete in all respect
2
20000
10000
Providing & Fixing of Split AC For Building 2 tn complete in all respect
2
103998
51999
Providing & Fixing Conduit For power cable (40 mm) complete in all respect
330
23100
70
Providing & Fixing Toilet Board With light Flex complete in all respect
54
14310
265
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
37.5
6093
162.5
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M15 Grade
1.76
6802
3856.4
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
12.18
58561
4808.04
Steel Fe-415, Fe-500, Fe-550 (ISI Marked) TMT Bars (Fe 500)(ISI Marked)
12.76
46145
3616.07
Milling on Bitumen Surface ( Dismantling of existing damaged Bitumen surface by Cold Milling Machine)
29095
839598
28.86
Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site with transit mixer with lead up to 10 km., laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
4364.25
11011626
2523.14
Construction of un-reinforced M-40 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per clause 602 of MORT&H 5th Revision
7855.65
42457824
5404.75
Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
3750
1126138
300.3
Total Estimated Cost
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81554651
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Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above.
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I/We hereby agree to execute the above work on the tender premium or discount quoted here on the total estimated cost mentioned above. I/we understand that filling of both cells meant for premium or discount at a time will render my/our bid as non responsive.
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Bid price in Rs.
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81554651
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