Meerut Development Authority Tender
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Meerut Development Authority Tender
Eprocure
Opening Date4 Sep 2019
Closing Date12 Sep 2019
Tender Amount₹ 13,48,64,000
Costs
EMD
₹ 67,44,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MDAUP_378251_1Bid Award Id
ViewTender No
1706_01 Constr of Master plan Road 28-08-2019Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
Construction of 45.0 m wide Master plan road,from Mawana Road to Pocket-P in ganga nagar extension
Construction of 45.0 m wide Master plan road,from Mawana Road to Pocket-P in ganga nagar extension
BOQ Items
Earth work
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-
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Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches.
3728.07
-
82
Cleaning jungle including up rooting of rank, getations grass, brush, wood trees and samplings of grith up to 30 cms measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m out side the priphery of area cleaned.
4500
-
2.6
PCC WORK
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-
-
Concrete with 2 cm gauge approved stone ballast, coarse sand & cement, in the proportion of 6:3:1inclucing supply of all materials, labour, tools & plants etc. required proper completion of the works.
254.19
-
4300
M 150 brick work in 1:4 ,1 Cement and 4 coarse sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.
22.77
-
4000
12 mm thick plaster with cement and fine sand of 1:25 finess modules in 1:4 over brick work minimum thickness not to be less than 1 cm including supply of all meterial labour tools & plant etc requird for proper completion of the work
276.96
-
140
RCC WORK
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-
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5:3, (1cement :1.5coarse sand:3 aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works strength of the concrete shall not beless than M-20
-
-
-
as in item but in RCC(1:1.5:3) in column and t - beam
2329.69
-
6870
STEEL WORK
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-
-
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.
2743.58
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5600
DIVIDER WORK
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-
-
Dismantling Sundries brick work or stone work in lime or mortar and including stacking of materials as directed by engineer in charge within a distance of 60 m (200 feet)
620
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57
Credit old material to the work recovered from dismantling /demolishing total no of brick=620.02*500=310010
49602
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4.7
Dismantling brick work or stone work in lime or cement mortar and including stacking of dismantled materials as directed bt the engineer in charge within a distance of 60 m
1159.17
-
316
Earth work
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-
-
Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches.
347.93
-
82
EARTH FILING
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-
-
Cartage or earth required for filling
3406.83
-
217
PCC WORK
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-
-
Concrete with 2 cm gauge approved stone ballast, coarse sand & cement, in the proportion of 6:3:1inclucing supply of all materials, labour, tools & plants etc. required proper completion of the works.
130.47
-
4300
RCC WORK
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-
-
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5:3, (1cement :1.5coarse sand:3 aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works strength of the concrete shall not beless than M-20
-
-
-
as in item 283 bit in RCC(1:1.5:3) in column and t-beam
826.34
-
6870
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.
765.37
-
5600
Painting on divider 1 priming and two coats of enamel paint including supply of all material ,labours ,tools & plants etc required for proper completion of the work
4205
-
95
ROAD WORK
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-
-
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20cm layers including remming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M distance as directed by the Engineer-Incharge. (Excluding royality)(Royality as per Govt. rate to be paid extra wherever applicable) for small works/Abadi area.(where machine cannot be move)
13171.7
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72
EARTH FILLING
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-
-
Cartage or earth required for filling 8.0 km….sheet enclosed….
7050
-
217
Scraping the exiting bituminous road surface up to WBM/WMM level and disposal of scarified material with in all lifts and lead upto 1000 m by mechanical means (ref.to morth & h specification no 305:4:3
-
-
-
Analysis attached
12375
-
4.5
Granular Sub-Base with close graded material (Table:400-1)
-
-
-
Providing, laying, spreading and compacting graded aggregate to Granular Sub-Base with close graded specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site, laying in uniform on well prepared surface and compacting in vibratory roller to achive the desired density. complete as per close 401 (495 Tonne)
4191.87
-
3121.1
WETMIX MACADEM
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-
-
Providing, laying spreading and compacting graded aggregate to wetmix macadam, specification including premixing the material with warer ai OMC in mechanincal mix plant carriage of mix material by tipper to site, laying in uniform layer with paver in sub base /base course on wall prepared surface and compacting with vibratory rollar to achieve the desired density.
8771.28
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3502.1
Bitumen emulsion 0.750 kg/sqm
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-
-
Providing and applying primer coat with bitumen emulsion slow setting using spray set including cleaning of road surface and spraying primer at the rate of 0.750 kg per sqm with mechanical mean
38392
-
28.1
DGBM
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-
Providing and laying dense graded bituminous macadam with 100-120 TPH BATCH TYPE HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 % by by weight of total mix and filler transporting the hot mix to work site,laying with sensor control to the required grade ,level and alignment,rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause no-507 complete in all respects
3071.36
-
8028.9
Tack Coat Bitumen VG-10 @ 0.3KG/SQM
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-
-
Providing and applying tack coat with bitumen VG-10using bitumen pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.As per clause 503 morth
38392
-
12.2
Bituminous concrete Bitumen CRMB-55 @5.4%
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-
-
Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @5.4 % of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achive the desired compaction as per MORTH specification clause no 509 complete in all respects
1524.68
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8853.7
Direction and place identification signs upto 0.9 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting,2mm thick eith area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45XcmX45cmX60cm, 60cm below ground level as per approved drawing .with 7 years warranty .Rates include design,fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, royalty, VAT etc.all T&P/machine material and labour required for proper completion of work . Note : The Composite warranty jointly signed by origanal manufacturer & authorised converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage
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-
60cmX60cm size board
3
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2555
Direction and place identification signs upto 0.9 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting,2mm thick eith area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45XcmX45cmX60cm, 60cm below ground level as per approved drawing .with 7 years warranty .Rates include design,fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, royalty, VAT etc.all T&P/machine material and labour required for proper completion of work . Note : The Composite warranty jointly signed by origanal manufacturer & authorised converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage
2
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11900
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:135.the finished surface to be level, uniform and free from streaks and holes.Rates are inclusive of all taxes, royalty,VAT etc.all T&P/machine material and labour required for proper completion of work.
1035
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430
Reflective Raised pavement marker providing and fixing of raised pavement markers (Cat Eye) type x-ASTMD-4956-04 Avery Dennision/3m(USA Make ) having moulded body of polycarbonate ,ASA,HIPS or ABS able to support a load of 13.635 M.T tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H Circular, its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light), electronically welded to the body .The length ,height and width of the body shall not exceed 130mm. 20mm and 105mm respectively ,the area of each reflective surface shall not be less than 13 sq.cm. on each side sloing at the angle of 35±5 degree to the base to ensure maximum reflectively .it shall comply to specification of category A of MaoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate confprming to ASTMD 788 or equivalent .with 7 year warranty . Rate shall be be inclusive of all taxes, royality, VAT etc . All T&P/machine material and labour required for proper completion of work . Note :The composite warranty jointly signed by original manufacturer &authorised converter of at least 7 years shall be furnished on non judicial stamp of required denomination.
550
-
315
Reflective Raised pavement marker with shanks providing and fixing of raised pavement markers with twin shanks of adequate length anchored with epoxy/bitumen adhesive of approved make (Cat Eye) type x-ASTMD-4956-04 Avery Dennision/3m(USA Make ) having moulded body of polycarbonate ,ASA,HIPS or ABS able to support a load of 13.635 M.T tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H Circular, its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light), electronically welded to the body .The length ,height and width of the body shall not exceed 130mm. 20mm and 105mm respectively ,the area of each reflective surface shall not be less than 13 sq.cm. on each side sloing at the angle of 35±5 degree to the base to ensure maximum reflectively .it shall comply to specification of category A of MaoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate confprming to ASTMD 788 or equivalent .with 7 year warranty . Rate shall be be inclusive of all taxes, royality, VAT etc . All T&P/machine material and labour required for proper completion of work . Note :The composite warranty jointly signed by original manufacturer &authorised converter of at least 7 years shall be furnished on non judicial stamp of required denomination.
172
-
315
supplying and instalation of delinators (road way indicators,hazard markers,object marker) 80 -100 cm .high above ground level, painted black and white in 15cm .wide strips fitted with 80X100mm rectangular or 75mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing .with tri-color retro-refractive sheet. Rates are inclusive of all taxes, royalty,VAT etc. all T&P/machine material and labour required for proper completion of work. Note: The composite warranty jointly signed by original manufacturer & authorised converter of at least 7 years shall be furnished on non judicial stamp of required denomination.
75
-
1230
providing and fixing of Bollard made (Single side) out of aluminium sheet 4mm thick welded poly shaded to make it monolithic pillar size 1200mm high Bollard is having a frame 900X600mm and 600mm dia for fixation made out of 35X35X5mm angle iron and from side is fully covered fixing the complete structure in position as per direction of E/I charge.with 7 years warranty .tates include design, fabrication, supply ,transportation and erection of the sign board and also inclusive of all taxes, royalty,VAT etc all T&P/machine material and labour required for proper completion of work.
115
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4960
SEWER LINE
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-
LAYING & CARTING RCC HUME PIPE INCLUDING
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Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches. (for sewer line)
-
-
-
0-1.5 BGL
1368.75
-
204.7
1.5-3 BGL
1368.75
-
245
3-4.5BGL
1368.75
-
323.2
Supply od RCC hume pipes NP2 class Socket and spigot type 600mm dia
365
-
1064
Carting of 600 mm dia R.C.C. Hume pipes (NP-2 class) and specials from store to the site of work. Lowering the same into treanches in depth up to 1.5 m below ground level true to alignment, chaulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:2 cement mortar in coarse sand including excavation or earth below invert level of pipe , cost of all jointing materials, testing etc. complete but excluding of excavation and refilling of treanches from ground level to the invert level of pipes. (3 to 4.5m BGL)
365
-
754
Construction of 1200mm dia RCC circular manhole including excavation cutting of jointing pits, trimming dressing levelling refilling of trunches in 20 cm layers removal of surplus earth upto 50m, cement conc. 1:2:4 , Ist class brick work in 1:4 (1cement :4 coarse sand, 15mm plaster in CM1:4 (1cement :4 coarse sand) 12mm internal plaster (1cement :4 coarse sand) , PVC FOOT STEPS AT DISTANCE @ 300MM C/C IN THE WALL cost of cutting making good the same, RCC heavy duty 600 dia Mahole cover with locking arrangement, site clearance A nalysis attached
16
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48227
Construction of 1200mm dia RCC manhole regulatry shaft including excavation cutting of jointing pits, trimming dressing levelling refilling of trunches in 20 cm layers removal of surplus earth upto 50m, cement conc. 1:2:4 , Ist class brick work in 1:4 (1cement :4 coarse sand, 15mm plaster in CM1:4 (1cement :4 coarse sand) 12mm internal plaster (1cement :4 coarse sand) , PVC FOOT STEPS AT DISTANCE @ 300MM C/C IN THE WALL cost of cutting making good the same, RCC heavy duty 600 dia Mahole cover with locking arrangement, site clearance Analysis attached
24
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11799
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