Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date16 Mar 2022
Closing Date5 Apr 2022
Tender Amount₹ 1,90,47,244 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 4,36,000Document Cost
₹ 3,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_GNIDA_678503_38Bid Award Id
ViewTender No
GM/(ENGG.)/2022/343 DATE-12.03.2022Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
BOQ Items
Supply of labour (AR/GNIDA)
3688
-
287.5
Supply of water tanker (5000 Litre capacity) with driver and including POL (AR/GNIDA)
120
-
1161.5
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
16139.92
-
109.26
Extra rates for quantities of work excavated in or under water and liquid subsoil including pumping out of water as required. (AR/GNIDA)
11297.95
-
27.31
Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
-
-
-
Lead upto 2.0 Km.
12104.94
-
59.1
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR-13/16.69/P-274)
146.72
-
5236.95
Laying at or near ground level old kerb stones of all types 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 be more than 5mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the Department free of cost). (DSR-13/16.85/P-277)
5643
-
39.9
Supplying at site: R.C.C. standards post/struts/rails/pales of mix 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 12.5mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge (cost of earth works in excavation, concrete works in foundation to be paid separately). (DSR-13/16.15.1/P-263)
33.72
-
19081.45
Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 Kg. per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately): Payment to be made per metre cost of total length of barbed wire used.
-
-
-
With G.I. barbed wire. (DSR-13/16.17.1/P-263-264)
33858
-
8.15
Excavating holes more than 0.10 cum & upto 0.50 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil, as directed within a lead of 50m and lift upto 1.5m. (AR/GNIDA)
-
-
-
All kinds of soil.
1458
-
54.63
Supplying & fixing RCC direction board of size 2000mm x 510mm x 80mm make in concrete 1:1½:3 including reinforcement, shuttering etc. all complete as per direction of Engineer-in-charge (A.R./GNIDA)
36
-
3969.82
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
180.55
-
3920.65
Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on old work. (DSR-13/14.55.1/P-242)
41382
-
37.75
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
One or more coats on old work. (DSR-13/14.54.1/AR/GNIDA)
3600
-
13.79
White washing with lime to give an even shade: Old work (one or more coats) (DSR-13/14.42.2/AR/GNIDA)
430488
-
2.65
Lettering with black Japan paint of approved brand and manufacture. (DSR-13/13.71/P-228)
450000
-
2.2
Providing and applying 2.5mm thick road marking strips (retro-reflective) 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. (DSR-13/16.62/P-273)
5451
-
529.4
Brick work with bricks of class designation 150 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.1.2/P-111)
120
-
4646.5
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.4.2/P-222)
750
-
142.25
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). (DSR-13/5.1.2/P-96)
75
-
5552.25
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-mechanically treated bars/Cold twisted bars. (DSR-13/5.22.6/P-99)
5887.5
-
66.5
Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
450
-
186.4
Preparation of lawn for grassing by excavating to a depth of 30cm removing all foreign bodies over 50mm dia, refilling with the mix of earth and manure in ratio 3:1 grade lawn areas to finish levels as indicated on grading plants. All lawn areas shall slope to drain where no grades between continual grade between exiting or fixed controls (such as walk curbs catch basins elevation at steps on building and level shown on plants roll scarify rank and level as necessary to obtain true even lawn surfaces. All finish grades shall meet approval of the project engineer before grassing is done. Grassing with seeding off selection No. 1 grassing including watering till the grass is fit for moving including mowing its complete. (AR/GNIDA)
-
-
-
With selection No. 1 grass
6139.5
-
19.6
Maintenance of trees, shrubs, creepers, water lilly, hedge plants seasonal flower and lawn area including weeding hoeing and cutting of grass complete item and as per direction of Engineer-in-charge.
54.61
-
2860
Watering of developed lawn/ground cover area including arrangement of water system and proper completion of the work
54.61
-
3000
Supplying and stacking of well decayed cow dung manure at site including royalty and carriage with all leads and lifts (Cow dung manure shall be measured in stacks and will be reduced by 8% for payment.) (Cow dung manure shall be applied two times in a year)
460.46
-
226
Providing JCB with driver and including POL (AR/GNIDA)
30
-
9200
Add labour cess @ 1% on all above items
21577411.88
-
0.01
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