Meerut Development Authority Tender
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Meerut Development Authority Tender
Eprocure
Opening Date31 May 2018
Closing Date14 Jun 2018
Tender Amount₹ 3,03,68,000
Costs
EMD
₹ 15,19,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_MDAUP_211015_1Bid Award Id
ViewTender No
1377/CE/MDA/2018-19 Dt 26-05-2018 TBTender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
BOQ Items
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Providing and Laying on Layer of RBM as GSB grade 2 including mechanically compacted complete in all respect [A.R.]
622.75
1990682
3196.6
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Brick lining on both side of the road of M-150 bricks 7 cm wide 11 cm deep laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge.
1.43
80712
56640
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Part-B (Drain Work)
-
-
-
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M and lead upto 30 M. 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 30 M. from the foundation trenches. [S.I. No. 251(a)]
3433.99
281587
82
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Concrete with 4 cm guage brick ballast, fine sand of 1.25 F.M. & Cement Proportion of 10:5:1 in foundations and under floors including supply of all materials labour tools and plants etc. required for proper completion of the work. [S.I. No. 274]
478.54
1315985
2750
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M-150 Brick work in 1:4 (one cement and four fine sand mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper complition of the work. [S.I. No. 305]
2048.04
7782552
3800
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Cement Concrete with 2.00 cm guage appd. stone grite, coarse sand and cement in proportion of 4:2:1 including supply of all material labour T & P etc. all complete. [S.I. No. 279(a)]
74
373700
5050
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12 mm thick plaster with cement and coarse sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. [S.I. No. 584]
8050
1167250
145
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R.C.C. Work with cement, approved coarse and & 2 cm gauge approved stone grit in proportion of 1:1.5:3 in slabs exluding supply of reinforcement and its bending but including its fixing and winding the same with 24 BWGGI binding wire and including necessary centering and suttering etc. and supply of all materials, labour, T & P etc. rqed. for proper completion of the work including cost of binding wire. [S.I. No. 284]
41.85
276210
6600
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M.S. (tor steel or plain) in plaint work such as R.C.C. work including bending for proper shape and including supply of steel and its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire. [S.I. No. 504]
65.71
367976
5600
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Strckpointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 fineness modulus. [S.I. No. 574]
77.19
9648
125
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M-150 Brick work in 1:4 (one cement and four fine sand of 1.25 FM) mortar in super structure including necessary cutting and molding of bricks as required thickness of walls not to be less then one brick required for proper complition of the work supply of all materials, labour, tools and plants etc. [S.I. No. 310+305]
515.08
2153034
4180
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2 cm thick damp proof course with cement and approved coars sand 1:2 with and including water proofing compound (1 Ltr. to 1 bag of cement of 5 Kg.) as ordered by the Engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, tools and plants etc. required for proper comletion of the work and including proper curing & shutterings as necessary. [S.I. No. 360]
292.1
58420
200
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M.S. or Iron work in Heavy Sizes such as truses, built up guage, record racks, roof works, gaes etc. including supply of all material, labour ravaiting, velding were necessary for proper complition of the work [S.I. No. 503]
16
96000
6000
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Painting or Warnishing work in small areas for new wood work with one coat upto 1 sqm ready mixed priming paint and one coat of appl superior quality ready mixed paint or warnish including supply of all materials, labour, T & P etc. required for proper complition to the work. Paint to be used ISI marked or 2 coats. [S.I. No. 641+642]
21.6
1771
82
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Finishing wall with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour T & P etc. required for proper comletion of work [S.I. No. 660]
3946
189408
48
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Part-C (Water Supply)
-
-
-
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M and lead upto 30 M. 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 30 M. from the foundation trenches. [S.I. No. 251(a)]
641.25
52582
82
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Supply and Laying PVC Pipes 160mm Dia @ 6kg per sqcm supply of all materials, labour, T & P etc. required for proper comlition of the work (ISI Marked Kishan/Supreme make) [S.I. 30a (iv)]
1425
603487
423.5
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Supply of T size 250x250x165 mm CI all materials, labour, T and P etc. required for comlition of the work (ISI marked Kishan/Supreme make) [M.R.]
2
15873
7936.5
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Supply of D joint size 250mm CI all materials, T and P etc. required for completion of the work (ISI marked Kishan/Supreme make) [M.R.]
8
11000
1375
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Supply of Sluice valve C.I. size 160 mm all materials, T and P etc. required for completion of the work (ISI marked Kishan/Supreme make) [M.R.]
2
29700
14850
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Cartage of Sluice or Reflex valve C.I. 150mm to 200mm Size to the site of work lowering including preparing trenches on fixing them the position but excluding jointing wich shall be paid seperately exclude cost of valves [A.R.]
2
1026
513
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Cutting the existing 160mm nominal dia C and S or flanged C.I. running water main inserting spcials of fitting boring or pumping out water cartage of requred materials returning the scrap to the store etc. complete but excluding the cost of in section pipes and specials making joints boring out the existing main been clear as well as subsquent back fill [A.R.]
2
3326
1663
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Supply of Cartage labour, P.V.C Reducer 6"X5" etc. all materials complete etc. required for compliton of the work. (ISI Marked) [M.R.]
2
411
205.7
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Supply and fixing cartage labour, P.V.C Tee 6"X6"X6" of etc. all materials comlete etc. required for comlition of the work. (ISI Marked) [M.R.]
15
14520
968
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Supply of Fixing cartage & Labour P.V.C Socket 5" Dia etc. all materials complete etc. required for complition of the work. (ISI Marked) [M.R.]
246
32742
133.1
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Supply and Laying PVC end cap 160mm dia @ 6kg per Sqcm (Make Kishan/Superme including all material, labour etc. [A.R.]
11
1659
150.86
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Supply and Fixing of ISI Marked cost iron scrood down type of air valve as per I.S. 14846-2000 with SS system, bolts, nuts 3mm thick rubber gas kit.
2
1570
785
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Part-D (Sewer Line)
-
-
-
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Excavation for laying sewers Manholes, gully pits, incamiers, sumps etc. in oridinary soil (earth sand, loam & clay) including cutting of joints pits trimming. Dressing, leveling, refilling, trenches in 20 cm layers water ingsand remming the same including removel of surplus earth or other dismantled materials upto a distance of 50m from the center of trenches.
-
-
-
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(a) (0.0-1.5) M.BGL
1923.75
363204
188.8
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(b) 1.50M-3.00M B.G.L.
1822.5
433299
237.75
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Concrete with 4 cm guage brick ballast, fine sand of 1.25 F.M. & Cement Proportion of 12:6:1 in foundations. [S.I. No. 273]
153.9
400140
2600
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Cement Concrete with 2.00 cm guage appd. stone grite, coarse sand and cement in proportion of 4:2:1 including supply of all material labour T & P etc. all complete. [S.I. No. 279(a)]
32.06
161903
5050
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Carting and laying of R.C.C. hume pipe NP-2 class & specials from stone to the working site of work, lowering the same into trenches, true to algnments. caulking the joints with rubber ring, & jointing with 1:2 cement mortar in coarse sand including excevationi of earth below invert level of pipe cost of all jointing materials, testing etc. complete [A.R.]
-
-
-
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250 mm Dia Pipe
-
-
-
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(a) (0.0-1.5) M.BGL
640
180000
281.25
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(b) 1.50M-3.00M B.G.L.
25
7737
309.5
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300 mm Dia Pipe
-
-
-
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(a) (0.0-1.5) M.BGL
25
8465
338.6
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(b) 1.50M-3.00M B.G.L.
785
292294
372.35
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Supply of R.C.C. Hume Pipe Class MP-2 etc. complete [A.R.].
-
-
-
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250 mm Dia Pipe
640
208640
326
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300 mm Dia Pipe
785
337550
430
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Construction of Main Hole of (1.00x1.20x3.00) m. internal size including base concrete of M-20 mix 1:2:4 of 15 cm. thick & P.C.C. 1:5:10 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 seethed cast iron. I No.s 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
101
3148675
31175
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Deduction for Construction of Main Hole regulating shaft (1.00x1.20)m size including E/W in excavation brick work in 1:3 cement & coarse sand mortar & 3 Nos. PVC sheethed cast iron foot steps in per meter length, plastering the wall surface with & coarse sand mortar completer in all respect as per dirction of E/I/C
40
-253120
6328
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Construction of Main Hole of (0.75x0.75x1.50) m. internal size including base concrete of M-20 mix 1:2:4 of 15 cm. thick & P.C.C. 1:5:10 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 seethed cast iron. I No.s 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
210
3439380
16378
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Construction of Main Hole regulating shaft (0.75x0.75)m size including earth work in excavation brick work in 1:3 cement & coarse sand mortar 3 Nos. PVC sheethed cast cast iron foot steps in per meter length, plastering the wall surface with 12mm thick dedo plaster in 1:3 cement + & coarse sand mortar complete in all respect as per dirction of E/I.
40
-188480
4712
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Supply of PVC Pipe for Sewer Connection of 110 mm dia with complete fitting, Jointing and Laying including excavation complete [SOR 17/30 (a) {iv}]
2120
381600
180
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