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Tender For Repair Work For Weather Proof Course And Plinth Protection, Sangareddy-Telangana

Bharat Heavy Electricals Limited-BHEL has published Tender For Repair Work For Weather Proof Course And Plinth Protection. Submission Date for this Tender is 17-06-2023. Inverters Tenders in Sangareddy Telangana. Bidders can get complete Tender details and download the document.




Tender Notice

37778417
Corrigendum : Tender For Repair Work For Weather Proof Course And Plinth Protection
Open Tender
Indian
Telangana
Sangareddy
17-06-2023

Tender Details

Repair Work For Weather Proof Course And Plinth Protection Repair Work For Weather Proof Course And Plinth Protection At Main Control Room Building (Mcr), Inverter Room Building (Ir) And Other Miscellaneous Works For 16 Mw Solar Pv Plant Bel Ofmk, Medak (Telangana)

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 30-May-2023 Corrigendum1 Date 02-06-2023
2 02-Jun-2023 Corrigendum2 Date 08-06-2023
3 08-Jun-2023 Corrigendum3 Date 15-06-2023
4 15-Jun-2023 Corrigendum4 Date 17-06-2023

Key Value

Document Fees
Refer document
EMD
INR 68900.0 /-
Tender Value
INR 34.45 Lakhs /-

BOQ Items

Name of Work: Repair work for weather proof course and plinth protection atMain Control room building (MCR), Inverter room building (IR) and other miscellaneous worksfor 16 Mw Solar PV PlantBEL-OFMK-MEDAK (Telangana) NOTE: 1. CONTRACTOR SHOULD QUOTE PERCENTAGE (%) ABOVE/BELOW (OR) AT PAR WITH RESPECT TO TOTAL AMOUNT. 2. QUOTED PERCENTAGE (%)IS APPLICABLE ON ALL ITEM RATES UNIFORMLY... Important Note: 1. Quantity of Line items may vary up to any extent (Decrease or Increase), As per requirement of work. Unit Rate shall be firm (no change) irrespective of quantity deviation if any. 2. Work shall be executed as per instruction of BHEL Engineer. 3. Payment shall be done for actual executed quantity certified by BHEL Engineer. 4. All statutory documents like Attendance register, wage register, Proof of payment, ESI, PF payment etc. shall be submitted along with invoice.
Sl. No. Item Description
1A. Main Control Room Building Repair work of weather proof course atMCR roof
2Demolishing brick tile and loose mortar, concrete, other material etc, covering in terracing (roof)including stacking of serviceable material and disposal of unserviceable material outside the Solar plant premises, As directed by Engineer-in-charge of BHEL
3Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge of BHEL.
4Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 12.5 mm nominal size derived from natural sources). As directed by Engineer-in-charge of BHEL over roof of building in slope to drain out rain water
5Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
6Supply and fixing chicken mesh inconcrete over roof of building including all as directed by Engineer-in-charge of BHEL
712 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)with mixing water proof material over the concrete laid on roof as directed by Engineer-in-charge of BHEL
8Finishingwithwaterproof (approved brand by BHEL) Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ as per manufacture"s instruction and including priming coat of exterior primer applied @ as per manufacturer"s instruction) over the concrete laid on roof as directed by Engineer-in-charge of BHEL
9A. Main Control Room Building Repair workof Plinth Protection work at MCR
10Demolishing cement concrete manually/ by mechanical means including disposal of material outside of Solar plant premises as per direction of BHEL Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
11Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material outside Solar plant premises as per direction of BHEL Engineer-in-charge. n cement mortar
12Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated outside Solar premises and lift upto 1.5 m, as directed by BHEL Engineer-incharge. All kinds of soil
13Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and wateringas directed by BHEL Engineer-incharge
14Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
15Dry stone pitching 22.5 cm thickincluding supply of stones and preparing surface, stone laying with soil, waterining and rammingcomplete.
16Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
17Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
1812 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
19Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm diameter including all complete work
20Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm Shoe including all complete work
21B.ICR Building (Inverter room building) 1,2,3 &4 Repair work of weather proof courseat ICR(Inverter room building) 1,2,3 &4 roof
22Demolishing brick tile and loose mortar, concrete, other material etc, covering in terracing (roof)including stacking of serviceable material and disposal of unserviceable material outside the Solar plant premises, As directed by Engineer-in-charge of BHEL
23Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge of BHEL.
24Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 12.5 mm nominal size derived from natural sources). As directed by Engineer-in-charge of BHEL over roof of building in slope to drain out rain water
25Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
26Supply and fixing chicken mesh inconcrete over roof of building including all as directed by Engineer-in-charge of BHEL
2712 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)with mixing water proof material over the concrete laid on roof as directed by Engineer-in-charge of BHEL
28Finishingwithwaterproof (approved brand by BHEL) Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ as per manufacture"s instruction and including priming coat of exterior primer applied @ as per manufacturer"s instruction) over the concrete laid on roof as directed by Engineer-in-charge of BHEL
29B.ICR Building (Inverter room building) 1,2,3 &4 Plinth Protection work at ICR Building (Inverter room building) 1,2,3 &4
30Demolishing cement concrete manually/ by mechanical means including disposal of material outside of Solar plant premises as per direction of BHEL Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
31Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material outside Solar plant premises as per direction of BHEL Engineer-in-charge. n cement mortar
32Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated outside Solar premises and lift upto 1.5 m, as directed by BHEL Engineer-incharge. All kinds of soil
33Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and wateringas directed by BHEL Engineer-incharge
34Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
35Dry stone pitching 22.5 cm thickincluding supply of stones and preparing surface, stone laying with soil, waterining and rammingcomplete.
36Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
37Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
3812 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
39Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm diameter including all complete work
40Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm Shoe including all complete work
41Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material outside solar plant premises as per direction of BHELEngineer - in- charge.
42Repairs to plaster of thickness 12 mm to 20 mm in patches , including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbishoutside the solar plant, all complete as per direction of BHEL Engineer-in-Charge. With cement mortar 1:4 (1cement: 4 coarse sand)
43Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated outside Solar premises and lift upto 1.5 m, as directed by BHEL Engineer-incharge. All kinds of soil
44Providing and laying in position cement concrete of specified grade excluding 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)
45Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
46Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
4712 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
48Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand
49Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
50Providing and fixing factory made Fiberglass Reinforced plastics (F.R.P.) chajja 4 mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) Machine Technology, resulting in void free compact laminate in single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 nos vertically and 1 nos horizontally 50x2 mm thick M.S. flat with 12 mm in built hole for grouting on the existing wall along with the 50 mm flanges duly inserted and sealed in the wall complete in one single piece casted monolithically, including all necessary fittings . The FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746, duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather & sunlight (Only plan area of chajjas shall be measured for making payment) Chajja for Exhaust fan opening in constructed building
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