Meerut Development Authority Tender
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Meerut Development Authority Tender
Eprocure
Opening Date19 Nov 2021
Closing Date29 Nov 2021
Tender Amount₹ 20,24,000
Costs
EMD
₹ 42,000Document Cost
₹ 2,350Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_MDAUP_644952_1Bid Award Id
ViewTender No
10_323 Dated 16 November 2021Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
BOQ Items
Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
56
-
3318.3
Providing & laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406.
29
-
3705.9
Brick lining on both side of the road of M-150 brick 7cm wide & 11 cm deep laid with mud mortar i/c labour & supply of bricks finished to the required template and in proper alignment and also stacking dressing & ramming the excavated earth as directed byE/I
60
-
58.7
Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 Kg/sqm. using mechanical means, including supply of all materials, labour, T&P etc required for proper completion of the work as per Clause- 502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.)
240
-
28.1
Providing & laying tack coat @0.30kg/sqm. Over bituminious surface including cost of bitumin VG-10 GRADE , heating the paint to required tempreture including supply of all material, labour, machines, fuel wood T&P, etc. required for the proper completion of the work.
240
-
12.2
Providing and laying Bituminous Macadum (BM) on prepared surface with specified graded crushed aggregates & bitumin VG-30 GRADE @3.40% by weight for base / binder course including loading of materials with FE loader, heating of binder aggregate a2d filler in hot mix plant , transporting the mixed material by tippers and laying with paver finisher to required level and grade, rolling by power rollar to achieve the desired density but excluding cost of primmer/ tack coat as per MORT& H Technical Specification clause No.504.
12
-
7220.4
Providing and laying Semi Dense Carpet 25 mm thick (SDC)on prepared surface with bitumin emulsion VG-30 GRADE @5% by weight grade & specified graded crushedd aggregates for base / binder course including loading of materials with FE loader, heating of binder aggregate and filler in hot mix plant , transporting the mixed material by tippers and laying with paver finisher to required level and grade, rolling by power rollar to achieve the desired density but excluding cost of primmer/ tack coat as per MORT& H Technical Specification
6
-
8767.5
Earthwork in cutting or in embankment in ordinary soil, excavation to be done from regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.5M lifts and lead up to 8 km . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M distance as directed by the Engineer-in-charge, excluding the cost of royalty of earth. 253(a) + 231(a) 78.00+230.10=308.10
54
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308.1
Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401,
18
-
3318.3
Supply and laying of 60mm thick precast cement concrete I shape interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5mm thickness having plan dimension 200×(160+120mm) of O.P. cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 35 MPa and 4.00 kg per including cost of all material, with a blanket layer of 4.00cm. thick fine sand including labour T&P etc. required for proper completion of the work as directed by Engineer-in-charge.
90
-
570
Supply of 80mm thick precast cement concrete I-shape interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5mm thickness having plan dimension 200×(160+120mm) of O.P. cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40 MPa and 4.50 kg. per including cost of all material, with a blanket layer of 4.00cm. thick fine sand including labour T&P etc. required for proper completion of the work as directed by Engineer-in-charge.
90
-
760
PART & DRAIN & CULVERT Work
-
-
-
Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and sides of foundation trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. (100fts.) from the foundation trenches. [PWD Sch.Item No.251(a)]
57
-
90
Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 8:4:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
10
-
3030
M-150 Brick work in 1:6 ( 1cement : 6 fine sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
36
-
3750
12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.
96
-
155
Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
3
-
5280
R.C.C work with cement , approved coarse sand & 2cm gauge approved slone grit in proportions of 1:1.5:3 in slab excluding supply of reinforcement andits bending , but including its fixing and binding the same with 24 B.W. G.G.I binding wire and shuttering tetc and supply of all materials labour tools & plants etc required for proper completion of the work including cost of binding wire . the rate excludes maing of drip course which shall be paid extra.
1
-
6840
M.S (tor steel or plain ) in work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authories overlaping shall be measured and including cost of binding wire.
2
-
7056
SEWER Work
-
-
-
Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand ) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches.
-
-
-
(a) 0-1.5 MBGL
94.5
-
227
(b) 1.5-3.0 M BGL
24.3
-
285
Open timbring
-
-
-
(a) 0-3.0 MBGL
90
-
325.25
(A) Supply,Carting Laying & Jointing of NP-2 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.) 250 mm dia pipe
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-
-
250 mm dia pipe
-
-
-
(I) 0-1.5 MBGL
42
-
343
(II)1.5-3.0 MBGL
18
-
365
Cement concrete with 4 cm gauge stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc required for proper completion of the work.In bedding of RCC pipes,including cost of form work in the trenches
6
-
3030
Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all material, labour, Tools & Plants etc. required for proper completion of the work
4
-
5280
Construction of Sewer Man hole connection chamber of (1.0 x 1.20 x 3.0) m. internal size including Base concrete of M-20 mix 1:2:4 of 15cm. thick .& P.C.C1:5:10 base conc. thickness 20cm. with B.B.brick work in 1:3 cement & coarse sand mortar as per drawing, R.C.C. slab of(1.21x1.21x0.15)m. size of M-20 mix. Including R/F.upto 0.26 qtls. In each M.H. and also including foot steps of PVC sheethed cast iron 1 Nos. , plastering the walls with 12 cm. thick dedo plaster in 1:3 cement & coarse sand mortar and fixing charges of M.H. cover, excluding cost of cover . complete in all respect as per dir. Of E/I/C. [Analaized Rate]
-
-
-
(A) (1.0 x 1.20 x 3.0) m.
4
-
34195.24
Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete
-
-
-
(B) (1.0 x 1.20 x 3.0) m.
15
-
6736.43
Construction of brick mansory chamber of 750x750x1.5 mt…… design & drawing of MDA (A.R)
20
-
17568.76
Providing and Fixing following dia P.V.C pipe heavy quality 6kg/Sqm working pressure including supply of all specials clamps with wall cutting etc. and other material labour T&P etc. required for completion of the work.
-
-
-
110 mm dia Rs.(200+25.20)
650
-
225.2
Making sewer connection complete in all respect.
8
-
344.6
Distribution System
-
-
-
Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.5 m and lead upto 50 m,refilling watering,and ramming of excavated earth into the trenches and disposal of surplus earth upto the distance of 50 m from the centre of the foundation trenches. PWD SOR 251(a)
125
-
90
Supply of the following size of pipes including loding unloding & cartage up to the site.
-
-
-
PVC pipe (6 kg/cm2 ) (UP Jal Nigam)
-
-
-
110 mm dia Rs.(200+25.20)
75
-
175
Supply of specials for PVC pressure pipes
-
-
-
PVC pipe specials 5% of item no 2 A
1
-
656.25
Carting & laying and jointing of the following sizes of pipes including lowering them into the trenches including the cost of all jointing material labour T&P etc.complete.
-
-
-
PVC pipe (6 kg/cm2 ) (UP Jal Nigam)
-
-
-
110 mm (UP Jal Nigam)
75
-
38.64
Supply of the following size of sluice valves in cluding loding unloding at the site. Confirming AS per IS 780 - 1960
-
-
-
Sluice valve
-
-
-
100 mm (UP Jal Nigam)
1
-
17150
Supply of Scour Valve (UP Jal Nigam)
-
-
-
100 mm dia(UP JAL Nigam)
1
-
17150
Supply of Fire Hydrant(UP JAL Nigam)
-
-
-
80 mm dia
1
-
9145
Carting and laying and jointing of the following sizes of sluice valves including lowering them into the trenches including the cost of all jointing material labour T&P etc.complete. Sluice valve. (UP Jal Nigam)
-
-
-
Sluice valve
1
-
1488.35
100 mm dia(UP JAL Nigam)
-
-
-
Supply of Scour Valve (UP Jal Nigam)
1
-
1488.35
100 mm dia(UP JAL Nigam)
-
-
-
Fire Hydrant(UP JAL Nigam)
-
-
-
80 mm dia
1
-
1106.55
Constructing masonry Chamber 90x90x150 cm inside, in brick work in cement mortar 1:3 (1 cement : 3 coarse sand) for sluice valve, with RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (AR)
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-
-
Sluice valve, Air Valve, Fire Hydrent chambers
-
-
-
Masonry type
2
-
22420.67
Dismentalling and reinstatement of following type of road surface for laying of pipe line including sortingout of serviceable material and disposal of unsereviceable material .(UP Jal Nigam)
-
-
-
Cement concrete Road
27
-
1769.78
Provide house connection with 25 mm dia G.I pipe (medium) including all material, labour,T&P etc. complete (UP Jal Nigam)
12
-
4139.13
Laying & joint of GI pipe (med.) 25 mm dia for extra length at house connection. (UP Jal Nigam)
22
-
241.09
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