National Geophysical Research Institute Tender
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The NGRI has issued a formal invitation for competitive bids for the National Geophysical Research Institute project, for Upgrade The Stormwater Outlet In Front Of The Groundwater Building And Plinth Protection Work Around The Seismology Observatory At Csir-ngri, Hyderabad in Hyderabad, Telangana, with an estimated contract value of Rs. 7,49,000. The bid opening date for this tender is 29-08-2022 and the last date for bid submission is 12-09-2022. Interested bidders for National Geophysical Research Institute tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 15,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CSIR_127109_1Bid Award Id
ViewTender No
NGRI-03/05/2022-WorksTender Authority
National Geophysical Research Institute ViewPurchaser Address
-Website
http://https://www.csir.res.in/
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Documents
Upgrade the stormwater outlet in front of the Groundwater Building and Plinth protection work around the seismology observatory at CSIR-NGRI, Hyderabad
BOQ Items
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Extra for depth for manholes :Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 3.5
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Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
21
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Providing and laying underground drainage PVC pushfit pipe of dia 250 mm with proper jointing make of Ashirvad or equivalent.
27
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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 5 mm), 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)
80
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Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material with all lead.
75
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Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :Cement mortar 1:6 (1 cement : 6 Coarse sand)
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Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
12
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of PVC pipes including bed concrete as per standard design : 250 mm diameter
27
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Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
8
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Description of Items :
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth all lead and lift upto 1.5 m, as directed by Engineer-in- Charge:
130
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 100 m :All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
27
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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
11
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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).
0.36
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12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
36
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground and stacking of serviceable material within 100 metre lead as per direction of Engineer-in-Charge.
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