Moradabad Development Authority Tender
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Moradabad Development Authority Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date11 May 2022
Closing Date23 May 2022
Tender Amount₹ 2,91,48,743
Costs
EMD
₹ 5,83,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MDA_697885_1Bid Award Id
ViewTender No
50/MDA/CE/2022-23Tender Authority
Moradabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
PART-B (SEWER LINE)
Excavation for Following depths .for laying sewer line,manhole,gully traps etc. in ordinary soil (sand,loam clay) including cutting of joints pits,trimming,dressing,levelling and refilling of trenches in 20 cms layers ,watering and ramming the same including removal of surplus earth or other dismental material upto a distance of 50 M from the centre of trench.
955
-
187
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 BRICK BALLAST 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.SOR 2020/ S.I. No.275
130
-
3250
Providing and laying Non pressure NP 3 class 350mm dia RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : coarse sand ) including testing of joints etc. complete. (0-1.50m) BGL (Analysis attached)
703
-
1600
Providing and laying Non pressure NP 2 class 150mm dia RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : coarse sand ) including testing of joints etc. complete. DSR 2021/19.6.2
443
-
383.95
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work S.O.R/2020.(SI.No.279A-CH-5
195
-
6300
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter con- forming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : 19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 11038.10 DSR-2019/19.9.1.1
60
-
9161.62
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR-2019
20
-
5352.17
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design 19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conform- ing to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 ce- ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conform- ing to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 ce- ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 : 19.11.1.1 DSR-2019
30
-
17625.58
Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : 19.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR-2019
4
-
6945.77
Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and 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 1:5:10 (1 cement : 5 fine sand:10 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 : 18.36.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 18.36.1 DSR-2019
177
-
7351.01
PART-C (Water Line)
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches. (S.I. 251/CH-4/2019-20)
693
-
110
Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 18.73.2 150 mm dia Ductile Iron Double Flanged DSR-2019
770
-
1908
18.66 Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 : 18.66.1 Up to 300 mm dia DSR-2019
15
-
6181.63
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 150 mm diameter 18.31.3.2 Class II
4
-
5347.15
Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 150 mm diameter pipe 18.30.4 DSR-2019
28
-
271.74
Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints 200 mm diameter pipe 18.30.5/DSR-2019
28
-
295.06
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work S.O.R/2020.(SI.No.279A-CH-5
5
-
6300
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and 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 1:5:10 (1 cement : 5 fine sand : 10 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 : 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
4
-
13391.34
PART-D (DRAIN WORK)
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. And lead upto 30M and including filling watering and ramming of excavated earth into the 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-in-charge upto a distance of 30M fromthe foundation trenches. ( S.I NO. 251/CH-4/2020)
376
-
110
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 BRICK BALLAST 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.SOR 2020/ S.I. No.275
123
-
3250
M-150 brick work in 1:4(one part of cement and FOUR part of coarse sand of 2.2.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. ( S.I NO. 307A CH-6)/2020
208
-
4800
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work S.O.R/2020.(SI.No.279A-CH-5
29
-
6300
12mm thick plaster in 1:4 cement and coarse sand mortar over brick work minimum thickness not to be less than 10mm including supply all materials labour t&P etc required for proper completion of work ( S.I NO. 584 CH-13)/2020
1289
-
180
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slabs including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. ( S.I NO. 284(a) CH-5)/2020
9
-
7700
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 and its wastage, bend hooks and authorised overlapping shall be measured. ( S.I NO. 504 CH-10)/2020
15
-
6100
PART- E (BOUNDRY WALL )
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. And lead upto 30M and including filling watering and ramming of excavated earth into the 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-in-charge upto a distance of 30M fromthe foundation trenches. ( S.I NO. 251/CH-4/2020)
279
-
110
Concrete with 4 cm. gauge brick ballast, fine sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 275 CH-5)/2020
42
-
3250
M-150 brick work in 1:4(one part of cement and FOUR part of coarse sand of 2.2.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. ( S.I NO. 307A CH-6)/2020
157
-
4800
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in LIGHTER BEAM excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 285 CH-5)/2019-20
22
-
7800
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in COLUMNS excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 289 CH-5)/2020
5
-
8050
M-150 brick work in 1:4(one part of cement and FOUR part of coarse sand of 2.2.M ) cement mortar in SUPER STRUCTURE One brick thick wall including supply of all material, labour, T&P etc. required for proper completion of work. ( S.I NO. 307A+309+310 CH-6)/2020
148
-
5315
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work S.O.R/2020.(SI.No.279A-CH-5
4
-
6300
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 and its wastage, bend hooks and authorised overlapping shall be measured. ( S.I NO. 504 CH-10)/2020
6
-
6100
12mm thick plaster in 1:4 cement and coarse sand mortar over brick work minimum thickness not to be less than 10mm including supply all materials labour t&P etc required for proper completion of work ( S.I NO. 584 CH-13)/2020
1862
-
180
Finishing wall with water proof cement paint of approved make and quality on new work with three coat including primer coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. SOR 19-20/ S.I. No.660+661
1862
-
73
PART-F (SEPTIC TANK)
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. And lead upto 30M and including filling watering and ramming of excavated earth into the 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-in-charge upto a distance of 60M from the foundation trenches.
(a) up to 1.50 m depth
253
-
187
(b) 1.50 m to 3.00 m depth
253
-
236
(c) 3.00 m to 4.50 m depth
253
-
297
Concrete with 4 cm. gauge brickballast, fine sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 275/CH-5/2019-20)
51
-
3250
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work S.O.R/2020.(SI.No.279A-CH-5
26
-
6300
M-150 brick work in 1:3(one part of cement and three part of coarse sand of 2.2.M ) cement mortar in FOUNDATION & PLINTH including supply of all material, labour, T&P etc. required for proper completion of work. ( S.I NO. 307A)/2020
139
-
4800
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge approved crushed stone grit in proportion of 1:1.5:3 in heavier beams excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 286+ Difference/2020)
6
-
8000
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 284A/2020
36
-
7700
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 and its wastage, bend hooks and authorised overlapping shall be measured. ( S.I NO. 504 CH-10)/2020
66
-
6100
PART-G (Soak PIT)
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. And lead upto 30M and including filling watering and ramming of excavated earth into the 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-in-charge upto a distance of 60M from the foundation trenches.
(a) up to 1.50 m depth
85
-
187
(b) 1.50 m to 3.00 m depth
85
-
236
(c) 3.00 m to 4.50 m depth
85
-
297
Concrete with 4 cm. gauge ballast, fine sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 275/CH-5/2019-20)
18
-
3250
M-150 brick work in 1:4(one part of cement and four part of coarse sand of 2.2.M ) cement mortar in FOUNDATION & PLINTH including supply of all material, labour, T&P etc. required for proper completion of work. ( S.I NO. 307A)/2020
53
-
4800
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge approved crushed stone grit in proportion of 1:1.5:3 in heavier beams excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 286/2020)
3
-
8000
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 284A/2020
9
-
7700
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 and its wastage, bend hooks and authorised overlapping shall be measured. ( S.I NO. 504 CH-10)/2019-20
2
-
6100
Supplying & Laying of BRICK BATS SI NO. 2A
85
-
900
PART-H DEVELOPMENT OF PARK
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. And lead upto 30M and including filling watering and ramming of excavated earth into the 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-in-charge upto a distance of 60M from the foundation trenches. S.I. No 251/SOR 2020
99
-
110
Concrete with 4 cm. gauge BRICK ballast, fine sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 275/CH-5/2019-20)
20
-
3250
M-150 brick work in 1:4(one part of cement and 4 part of coarse sand of 2.2.M ) cement mortar inFOUNDATION & PLINTH including supply of all material, labour, T&P etc. required for proper completion of work. ( S.I NO. 307A CH-6)/2020
78
-
4800
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work S.O.R/2020.(SI.No.279A-CH-5
3
-
6300
12mm thick plaster in 1:4 cement and coarse sand mortar over brick work minimum thickness not to be less than 10mm including supply all materials labour t&P etc required for proper completion of work ( S.I NO. 584 CH-13)/2020
491
-
180
Finishing wall with water proof cement paint of approved make and quality on new work with three coat including primer coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. SOR 19-20/ S.I. No.660+661
491
-
73
(PART-I)
मा. कांशीराम योजना के अन्तर्गत सीलिंग भूमि / प्राधिकरण द्वारा क्रय की गयी भूमि के विभिन्न गाटाओं में बाउण्ड्रीवाल का निर्माण कार्य Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.5 meters and lead upto 30 meters and 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 plinth and removal and disposal of surplus earth as directed by Engineer In-charge upto a distance of 30 meters from the foundation trenches. (S.I NO. 251 ) UPPWD SOR-/2020
401
-
110
Concrete with 4 cm. gauge Brick ballast, coarse sand of 2.75 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 275)/2020
68
-
3250
M-150 brick work in 1:4 (one part of cement and four part of coarse sand of 2.75.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No 307A/2020
316
-
4800
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.(SI.No.279A )/2020
11.5
-
6300
M-150 brick work in 1:4(one part of cement and Four part of coarse sand of 2.75.M ) cement mortar in Super sturucture and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No. 307A+309+310)/2020
229
-
5315
12 mm. thick plaster with 1 : 4 (one part cement & four parts of coarse sand of 2.75 F.M. ) over brick work minimum thickness not to be less than 1 cm & Including supply of all material , labour , T & P etc. required for proper completion of the work. ( S.I.No.584)/2020
2430
-
180
Finishing walls with superior quality water proof cement paint/snowcem of approved make and quality of new work with two coat after first coats to give and even shade including supply of all materials labour and T&P etc. requried for proper completion of the work. (S.I.No.660+661/2020
2430
-
73
Mild steel or iron work in heavy six such as trusses, build up gates door frmes, record recks, roof work gate etc wrought to required form including drilling holes revetting or welding where necessary and slso including supply of seel, bolts and nuts sSI 503/2020
696
-
65
Painting two coat on surface with superior quality synthetic enamel paint of standard make brussing to give even shade and finished and including cleaning the surface all dust and other foreing matter sand preparing and stripping including cost of material and scoured with wire burshes fine steel/wood scrubed sand preparing and including coat of all and supply of all materials, labour and T&P etc. Required for proper completion of the work (1(A)+2+4(iii)/2020
34
-
80
Painting Letters upto 8cm size complete with super high grade enamel paint such as salimar narolac aor jhohanson paint including supply of all mateiral labour T&P etc. Required for proper completion of work. Item no. 819A/2020
400
-
7.5
Painting Letters 2.5cm to 8cm size complete with super high grade enamel paint such as salimar narolac aor jhohanson paint including supply of all mateiral labour T&P etc. Required for proper completion of work. Item no. 818/2020
1600
-
7.5
(PART-J)
भोगपुर मिठौनी के गाटा सं. 656,657 एवं 684 में सीलिंग भूमि / प्राधिकरण द्वारा क्रय की गयी भूमि के बाउण्ड्रीवाल का निर्माण कार्य Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.5 meters and lead upto 30 meters and 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 plinth and removal and disposal of surplus earth as directed by Engineer In-charge upto a distance of 30 meters from the foundation trenches. (S.I NO. 251 ) UPPWD SOR-/2020
190
-
110
Concrete with 4 cm. gauge Brick ballast, coarse sand of 2.75 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 275)/2020
38.3
-
3250
M-150 brick work in 1:4 (one part of cement and four part of coarse sand of 2.75.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No 307A/2020
245
-
4800
M-150 brick work in 1:4(one part of cement and Four part of coarse sand of 2.75.M ) cement mortar in Super sturucture and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No. 307A+309+310)/2020
137
-
5315
12 mm. thick plaster with 1 : 4 (one part cement & four parts of coarse sand of 2.75 F.M. ) over brick work minimum thickness not to be less than 1 cm & Including supply of all material , labour , T & P etc. required for proper completion of the work. ( S.I.No.584)/2020
1475
-
180
Finishing walls with superior quality water proof cement paint/snowcem of approved make and quality of new work with two coat after first coats to give and even shade including supply of all materials labour and T&P etc. requried for proper completion of the work. (S.I.No.660+661/2020
1475
-
73
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.(SI.No.279A )/2020
5
-
6300
Mild steel or iron work in heavy sixe such as trusses, build up gates door frmes, record recks, roof work gate etc wrought to required form including drilling holes revetting or welding where necessary and slso including supply of seel, bolts and nuts sSI 503/2020
180
-
65
Painting two coat on steel surface with superior synthetic enamel paint of standard make brussing to give even shade and finished and including cleaning the surface all dust and other foreing matter sand preparing and stripping including cost of material and scoured with wire burshes fine steel/wood scrubed sand preparing and including coat of all and supply of all materials, labour and T&P etc. Required for proper completion of the work (1(A)+2+4(iii)/2020
9.1
-
80
Painting Letters upto 8cm size complete with super high grade enamel paint such as salimar narolac aor jhohanson paint including supply of all mateiral labour T&P etc. Required for proper completion of work. Item no. 818/2020
100
-
7.5
Painting Letters 8cm to 15.00cm size complete with super high grade enamel paint such as salimar narolac aor jhohanson paint including supply of all mateiral labour T&P etc. Required for proper completion of work. Item no. 819/2020
400
-
7.5
(PART-K)
ग्राम भदौरा के गाटा सं0 370 की भूमि पर बाउण्ड्रीवाल व बोर्ड लगाने का कार्य Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.5 meters and lead upto 30 meters and 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 plinth and removal and disposal of surplus earth as directed by Engineer In-charge upto a distance of 30 meters from the foundation trenches. (S.I NO. 251 ) UPPWD SOR-/2020
662
-
110
Concrete with 4 cm. gauge Brick ballast, coarse sand of 2.75 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 275)/2020
66.33
-
3250
M-150 brick work in 1:4 (one part of cement and four part of coarse sand of 2.75.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No 307A/2020
569
-
4800
M-150 brick work in 1:4(one part of cement and Four part of coarse sand of 2.75.M ) cement mortar in Super sturucture and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No. 307A+309+310)/2020
305
-
5315
12 mm. thick plaster with 1 : 4 (one part cement & four parts of coarse sand of 2.75 F.M. ) over brick work minimum thickness not to be less than 1 cm & Including supply of all material , labour , T & P etc. required for proper completion of the work. ( S.I.No.584)/2020
1768
-
180
Finishing walls with superior quality water proof cement paint/snowcem of approved make and quality of new work with two coat after first coats to give and even shade including supply of all materials labour and T&P etc. requried for proper completion of the work. (S.I.No.660+661/2020
1768
-
73
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.(SI.No.279A )/2020
26
-
6300
Mild steel or iron work in heavy sixe such as trusses, build up gates door frmes, record recks, roof work gate etc wrought to required form including drilling holes revetting or welding where necessary and slso including supply of seel, bolts and nuts sSI 503/2020
38.7
-
65
Painting two coat on steel surface with superior synthetic enamel paint of standard make brussing to give even shade and finished and including cleaning the surface all dust and other foreing matter sand preparing and stripping including cost of material and scoured with wire burshes fine steel/wood scrubed sand preparing and including coat of all and supply of all materials, labour and T&P etc. Required for proper completion of the work (1(A)+2+4(iii)/2020
3
-
80
Painting Letters upto 8cm size complete with super high grade enamel paint such as salimar narolac aor jhohanson paint including supply of all mateiral labour T&P etc. Required for proper completion of work. Item no. 819A/2020
100
-
7.5
Painting Letters 2.5cm to 8cm size complete with super high grade enamel paint such as salimar narolac aor jhohanson paint including supply of all mateiral labour T&P etc. Required for proper completion of work. Item no. 818/2020
150
-
7.5
PART -L
नया मुरादाबाद योजना के भूखण्ड सं0 12ए/सी-46 पंजाब नेशनल बैंक के सामने पार्क व नियोजित पार्किंग विकास का कार्य।
Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.5 meters and lead upto 30 meters and 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 plinth and removal and disposal of surplus earth as directed by Engineer In-charge upto a distance of 30 meters from the foundation trenches. (S.I NO. 251 ) UPPWD SOR-/2020
5.22
-
110
Concrete with 4 cm. gauge Brick ballast, coarse sand of 2.75 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 275)/2020
345
-
3250
M-150 brick work in 1:4 (one part of cement and four part of coarse sand of 2.75.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No 307A/2020
8.5
-
4800
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.(SI.No.279A )/2020
75
-
6300
12 mm. thick plaster with 1 : 4 (one part cement & four parts of coarse sand of 2.75 F.M. ) over brick work minimum thickness not to be less than 1 cm & Including supply of all material , labour , T & P etc. required for proper completion of the work. ( S.I.No.584)/2020
10
-
180
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slabs including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. ( S.I NO. 284(a) CH-5)/2020
31
-
7700
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 and its wastage, bend hooks and authorised overlapping shall be measured. ( S.I NO. 504 CH-10)/2020
39
-
6100
Supply & Laying of 80 mm thick precast cement concrete paver block with a top layer of minimum 8mm thickness having plan dimension 200 x(160+120) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds threw vivro - compression machanism. The compressive strength of concrete paver blocks shall not be less than 30 MPa & 5 kg/no. confirming to IS:15658-2006 with a 4cm thick layer of fine sand including cost of all materials, labour T&P etc. required for proper completion of the work as per direction of E/I.(Red colour hingh quaility pigment/lanxess, bayer chemicals) S.O.R/2020 New Item-5 on page 50 (A) Gray Colour
1136
-
900
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.(SI.No.279A )/2020
26
-
6300
Mild steel or iron work in heavy sixe such as trusses, build up gates door frmes, record recks, roof work gate etc wrought to required form including drilling holes revetting or welding where necessary and slso including supply of seel, bolts and nuts sSI 503/2020
38.7
-
65
Providing & lying at or near ground level factory made kerb stone fo m-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement, 3 coarsesand), including making joints with or without grooves 5mm) including making drainage opening wherever required complete etc. as per direction f engineer in charge lenght of finished kerb edguing shall be masured for ayment), precast C.C kerb stone shall be approved by engineer in charge 16.69 DSR 2019
8.71
-
6952.2
Painting two coat on steel surface with superior synthetic enamel paint of standard make brussing to give even shade and finished and including cleaning the surface all dust and other foreing matter sand preparing and stripping including cost of material and scoured with wire burshes fine steel/wood scrubed sand preparing and including coat of all and supply of all materials, labour and T&P etc. Required for proper completion of the work (1(A)+2+4(iii)/2020
93
-
80
PART-M
DISMANTLLING OF 576 D/S ASHRYA BHAWAN IN EKTA VIHAR SOUTH SCHEME MORADABAD DISMANTLLING OF BRICK WORK IN CEMENT MORTAR S.I. No. 692/SOR-2020
8530
-
380
DISMANTALLING OF BRICK ON EDGE KHARAZAWORK S.I. No./Chepter 18 Page No. 45/SOR-2020
625
-
10
DISMANTALLING OF RCC SLAB 694/SOR-2020
902
-
800
COST OF MILD STEEL RECEIEVED FROM RCC WORK( to be deducted)
354
-
1876.92
COST OF BRICKS A-M150 1(A)/ Chepter 1 Page 7/SOR-2020 ( to be deducted)
1177140
-
5.2
B-M100 1(B)/ Chepter 1 Page no. 7/SOR-2020 ( to be deducted)
14750
-
4.4
COST OF BRICKS BATS 2(C)/Chepter 1 Page no 7/ SOR-2020 ( to be deducted)
7483.2
-
700
(PART-N)
CARTAGE Of Dismantled Material CARTAGE Of BRICK Up to 8 km DISTANCE
811173
-
0.45
CARTAGE Of BRICK BALAST Up to 8 km DISTANCE
6225.19
-
230.1
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