Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date2 Mar 2023
Closing Date27 Mar 2023
Tender Amount₹ 5,28,04,451
Costs
EMD
₹ 10,56,100Document Cost
₹ 15,930Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_GDAUP_780337_1Bid Award Id
ViewTender No
604/4/PA-T/2022-23 Dt. 23.02.2023 (S.no-21)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
INTERNAL WORK OF POCKET OF 480 EWS G PLUS 3 BUILDING UNDER PRADHAN MANTRI AWASYA YOJNA AT KHASRA NO 315 KHA, 343 AND 352 OF VILLAGE NOOR NAGAR IN RAJNAGAR EXTENSION AREA
INTERNAL WORK OF POCKET OF 480 EWS G PLUS 3 BUILDING UNDER PRADHAN MANTRI AWASYA YOJNA AT KHASRA NO 315 KHA, 343 AND 352 OF VILLAGE NOOR NAGAR IN RAJNAGAR EXTENSION AREA
INTERNAL WORK OF POCKET OF 480 EWS G PLUS 3 BUILDING UNDER PRADHAN MANTRI AWASYA YOJNA AT KHASRA NO 315 KHA, 343 AND 352 OF VILLAGE NOOR NAGAR IN RAJNAGAR EXTENSION AREA
BOQ Items
Providing & laying spreading and compacting graded stone aggregate to wet mix macadam(WMM) 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.A
762
3023616
3968
Providing and applying primer coat with SSI grade Bitumen emulsion on prepared surface of granular base including cleaning the road surfaced and spraying primer at the rate of 0.60 kg/sqm using mechanical means MORTH 502
679
23561
34.7
Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg/sqm on prepared bitumeneous surface cleaned with mechanical broom 503 MORTH
679
12765
18.8
Providing & laying dence graded bituminous macadam (D.G.B.M.) with higher capacity batch type HMP using crushed aggregated of specified grading premixed with bituminous binder @ 4.50% by weight of tatal mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with a sensor control to the required grade, lavel and alignment rolling with smoth wheeled vibrating and tandom rolleres to achieve the desired compaction as per MORTH specification clause 505. Complete in all respects
34
358700
10550
Providing and laying bituminous concrete with higher capacity batch type HMP (Hot Mix plant) using crushed aggregates of specified grading premixed with bituminous binder @ 5.2 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic power finisher with sensor control to the required grade, level and alignment, rolling with smoth wheeled vibratory an tandom rollers to achieve the desired compaction as per MORT & H specification clause no-507 complete in all respects. 507 A Morth
28
327264
11688
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. SOR 2022/22.2 morth 803 (8.13)
37
22866
618
Supply and Fixing of 80 mm. thick I shaped mechanically compressed cement grey / ordinary red interlocking cement concrete paver blocks manufactured by high pressure and control vibration machine having plan dimension 200 x (160+120mm ) with minimum 5mm. thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less then 30 Mpa (M-30) including cost of material, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-Charge. but excluding UPTT which shall be paid extra as per rules. SI-20.37 (New Item) SOR (i)Grey colour sor 2022 AR
4421
3248329
734.75
DRAIN
Earthwork 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 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 from the foundation trenches and disposal upto 1/2 Km distance 251 a SOR 2022
1870
205700
110
Concrete with 4cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 8:4:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.281
170
1037000
6100
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). DSR 2021/5.33.1.1 ABOVE PLINTH LEVEL
670
4606417
6875.25
M.S (tor steel or plain) in works such as RCC or RB 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. SI NO-504/2022 AR
526
4050200
7700
Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 DSR 2021 Fooundation
454
120191
264.74
SAME AS ABOVE ITEM NO-15 Wall
6519
3752401
575.61
SAME AS ABOVE ITEM NO-15 Slab
529
348611
659
SEWER
Excavation for depth upto 1.50m B.G.L for laying sewer line, manhole, gully traps etc. in ordinary soil(sand, loam & clay) i/c cutting of joints pits, triming, dressing, leveling & refilling of trenches in 20cm layers, watering sand ramming the same i/c removal of surplus earth or other diamentel materials upto a distance of 50m from the center of trench. UP JAL NIGAM SOR 2022
1813
445998
246
Same as above item (1a) but for 1.5to 3.0 MBGL
617
191270
310
Cement Concrete 4cm. gauge approved stone ballast coarse sand and cement in proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work (SI. No. 281/2021).
105
640500
6100
P/F close timbering for sewer line ,manhole &gully trap upto depth from 0.0m-3.0m and all comp. as directed by E/I DSR 2.16.2/2021
1689
202865
120.11
Constructing common burnt clay FPS (non modular) brick of class designated 7.5masonary circular manhole 1.52m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 ( 1 cement : 4coarse sand ) inside cement plaster 12 mm thick 1:3 ( 1 cement : 3 fine sand) finished with a floating coat of neat cement , foundation concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 stone aggregate 40mm nominal size)and making necessary channel in cement concrete 1:2:4(1 cement, 2 coarse sand and 20 mm stone grit) finished with a floating coat of neat cement , all complete as per standard design of 2.30 m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560 mm internal dia. confirming to IS: 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 and 20 mm stone grit)including centering, shuttering all complete .DSR-2021/19.13.1.1
12
507493
42291.09
Extra depth for circular manhole 1.5m internal dia (at bottom) with beyond 2.3m to8.0m.DSR-21/19.14.1
5
90712
18142.53
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 DSR 2021/ 19.11.1.1
24
473561
19731.73
Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 2021/19.12.1
2
15592
7796.04
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 conforming 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 /DSR 2021
20
204375
10218.75
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 2021
11
-66071
6006.53
Supply , Carting & Laying of 250 mm dia R.C.C NP-3 pipe & Special from store to site of work, lowering the same in trenches in depth BGL. True to alignment Cauking the joints with 1:2 cement & coarse sand mortar i/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc complete as per specification and direction of Engineer-in-charge SI NO- 36 SOR -2022.AR 250 mm diameter 0.0-1.50 m depth
474
540834
1141
SAME AS ITEM NO-28 1.50-3.0 m depth
474
554580
1170
Supply , Carting & Laying of 300 mm dia R.C.C NP-2 pipe & Special from store to site of work, lowering the same in trenches in depth BGL. True to alignment Cauking the joints with 1:2 cement & coarse sand mortar i/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc complete as per specification and direction of Engineer-in-charge.SI NO-36 SOR 2022 AR 300 mm diameter 1.50-3.0 m depth
169
298285
1765
PARK
Earthwork 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 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 50m from the foundation trenches SI NO-251 A SOR 2022
84
9240
110
Concrete with 4cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 8:4:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.281/2022
9.3
56730
6100
Raft Providing and laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). DSR 2021/4.20.1.3 UP TO PLINTH LEVEL
20
144208
7210.41
SAME AS ITEM NO-33 Column
21
151418
7210.41
SAME AS ITEM NO-33 Beam
25
180260
7210.41
M.S (tor steel or plain) in works such as RCC or RB 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. Sanctioned rate as per u-turn file.
52
400400
7700
Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1/DSR 2021 Fooundation
51
13501
264.74
SAME AS ITEM NO-37 column DSR 5.9.6/2022
364
251673
691.41
SAME AS ITEM NO-37 Beam DSR 5.9.5/2022
317
165787
522.99
M.S or Iron works of M.S. grill & Stair case railling such as holding down bolts, hold fast , tie rods , grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of work, SI 502(A) SOR 2022
27.69
290745
10500
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 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 1/2 M distance as directed by the Engineer-in-charges and disposal of earh beyond 10 Km(including Royality) 231 A + 253 A SOR 2022
4208
1355817
322.2
Brick work with non modular fly ask bricks confirming to IS 12694 class desination ten average compressing strenth in super structure plinth level 1:4 (1 cement : 4 coarse sand ) mortar T&P etc. required for proper completion of work . (PWD S.I No. new item no. 1 /241 chapter 12/ SOR 2020+DIFFERENCE 5500-5000=500 + 10 % CP = 550
23
162840
7080
12 mm cement plaster 1:4 (Cement & Coarse sand) in single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. no extra for mixing any additive. (PWD SI.No-584 new ITEM) sor 2022
275
55000
200
Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm overand including priming coat of exterior primer applied @ 2.20kg/ 10 sqm) SOR 2022 660+661
343
32585
95
Painting or Varnishing work in large area on new wood or iron work with two coat (above one square meter) of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnishing including supply of all materials, labour and T & P etc. required for proper completion of the work.SI 644+645 SOR 2022
185
18500
100
WATER LINE Excavation for depth upto 1.50m B.G.L for laying sewer line, manhole, gully traps etc. in ordinary soil(sand, loam & clay) i/c cutting of joints pits, triming, dressing, leveling & refilling of trenches in 20cm layers, watering sand ramming the same i/c removal of surplus earth or other diamentel materials upto a distance of 50m from the center of trench. AR
1542
379332
246
Cement concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 1:2:4 including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of work. SOR 2022/ITEM NO-279 A
125
881250
7050
P/F brass 20 mm nominal bore ferrule with C.I. mouth cover including boring and trapping the main.DSR-21/18.20.2
60
17945
299.09
Supply, Carting & fixing of following 100 mm dia. Sluice valve / NRVPN 1.6 IS- 14846, C I/bronze/ SS ISI marked approved quality I/C testing etc. all complete. DSR-202118.31.1.1
8
28183
3522.95
Construction of masonary chamber 60x60x75 cm inside with common burnt clay F.P.S. (non modular) bricks of class M-150, in brick work in cement mortar 1:4 (Cement & coarse sand) for sluice valve , with C.I. surface box 100 mm top dia. 160 mm bottom dia. And 180 mm deep inside with chained lid and RCC top slab 1:2:4 (cement, coarse sand and 2 cm guage grit ), including necessary excavation , foundation concrete 1:5;10 (cement, fine sand and 4cm stone grit) and inside plastering with cement mortar 1:3 (Cement & coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design. DSR-2021/18.33.1
8
69480
8685.09
Construction of masonary chamber 60x60x 75 cm inside IN brick work in cement mortar 1:4 (Cement & coarse sand) for fire hydrants, with C.I. surface box 350x350mmtop and 165 deep (inside) with clained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , 1/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (Cement & 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 DSR-21/18.36.1
4
33117
8279.44
P/F 100 mm dia. HDPE double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid seperately. DSR-2021/18.59.3
4
28246
7061.64
P/F 110 mm dia.(OD) HDPE pipe and their specials NP-6 having thermal stability for hot and cold water supply including all HDPE fittings. This includes jointing of pipes and fittings with one step solvent and testing of joints complete as per directinon of E/I.. A.R.
1542
1495740
970
P/F 25 mm dia nominal bore G.I. pipes complete with G.I. fitting including trenching and refilling etc. complete in all respect as directed by E/I.DSR-21/18.12.3
720
258703
359.31
Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : DSR 2021/ 18.27.3 150 mm dia pipe
60
94120
1568.68
Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : DSR 2021/ 18.28.3 150 mm diameter pipe
10
5293
529.35
Retaining Wall Excavation in foundation in ordinary soil (loam clay or sand) including Lift up to 1.5 meter (5ft.) and lead up to 30m (100 ft.) and including filling, watering and raming of excavated earth into the trenches or into the space between the bulding 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 (100 ft) from the foundation trenches UPPWD SOR 2022/251(a)
547
60170
110
Cement Concrete 4cm. gauge approved stone ballast coarse sand and cement in proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work (SI. No. 281/2022).
83.29
508069
6100
Raft Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Extra cement up to 10 % of the minimum specified cement content in design mix shall be payable separetely in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement). DSR 2021/5.33.1.1 UPTO PLINTH LEVEL
322.73
2218849
6875.25
SAME AS ITEM NO-59 wall
292.09
2008191
6875.25
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 authorized overlapping shall be measured and including cost of binding wire. Sanctioned rate as per u-turn file.
966
7438200
7700
Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1/DSR 2021 Foundation
208.22
55124
264.74
SAME AS ITEM NO-62 Wall
1911.31
1100169
575.61
12 mm cement plaster 1:4 (Cement & Coarse sand) in single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. no extra for mixing any additive. (PWD SI.No-584) sor 2022 NEW ITEM
210.06
42012
200
Brick work with non modular fly ask bricks confirming to IS 12694 class desination ten average compressing strenth in super structure plinth level 1:4 (1 cement : 4 coarse sand ) mortar T&P etc. required for proper completion of work . (PWD S.I No. new item no. 1 /241 chapter 12/ SOR 2022+DIFFERENCE 5500-5000=500 + 10 % CP = 553
16.17
114483
7080
Mild Steel or iron work for fabrication of M.S grill and stair case railing wrought to required for including of supply of steel bolts nuts and wastage etc and their fixing required for proper completion of the work (PWD S.I no 502 A SOR 2022
26.37
276885
10500
Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1New work (Two or more coat applied @ 1.67 ltr/10 sqm overand including priming coat of exterior primer applied @ 2.20kg/ 10 sqm) SOR 2022 660+661
1195.53
113575
95
Painting or Varnishing work in large area on new wood or iron work with two coat (above one square meter) of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnishing including supply of all materials, labour and T & P etc. required for proper completion of the work.SI 644+645/sor 2022
263.66
26366
100
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