Meerut Development Authority Tender
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Meerut Development Authority Tender
Civil And Construction
Eprocure
Opening Date1 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 94,43,000
Costs
EMD
₹ 1,89,000Document Cost
₹ 5,700Tender Fee
Refer Documents
Summary
Construction Work Of Parking Near Pedestrain Friendly Street Kila Road To 45 Mtr Road Ganga Nagar.
Description
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Contact
Tender Id
2025_MDAUP_988953_1Tender No
2235_01 Dated 27 December 2024Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
BOQ Items
... More
DSR 16.1 - Preparation and consolidation of sub grade with power 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 earthwith lead upto 50 metres. (218.90x.7418=162.38)
1360
162
220836.8
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DSR 16.69 - Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).(10117.60x.7418=7505.24)
4.19
7505
31446.96
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DSR 16.86 - Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. (4746.20x.7418=3520.73)
106.38
3520
374535.26
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(DSR) 2023/ No - 2.6.1 - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil 0.00 Το 1.50M. Depth - (177.50x.7418) =131.6695
531.08
131
69927.3
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DSR - 6.3.1 Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:4 cement & coarse sand) (9299.90x.7418=6898.66)
39.58
6898
273048.96
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DSR Code No. 5.3. - Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).(11505.50x.7418=8534.78)
225.47
8534
1924336.85
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DSR 2.31 - Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and amplings of grith upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared.(17.61x.7418=13.05)
1360
13
17748
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DSR 2.25 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (196.00x.7418=145.39)
1261.88
145
183464.73
... More
DSR-1.1.2+B- Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. (396X.7418 =293.87)
44.88
293
13188.89
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DSR 4.1.8 - (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) (6812x.7418=5053.14)
224.91
5053
1136501.72
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DSR 16.91.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.(1091.50x.7418=809.67)
1360
809
1101151.2
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(MR) - P/R FOR SS link chain grade -gr.80,8.00mm dia
10
892
8920
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(MR) Lakha Rad granite bollard size 230x230x 1060 (mm)
6
29700
178200
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DSR 8.14.1.5 -30MM Thick Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : (5295.90x.7418= 3928.498 )
14
3928
54999
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