Bharat Sanchar Nigam Limited Tender
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Bharat Sanchar Nigam Limited - BSNL Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date14 Jan 2025
Closing Date23 Jan 2025
Tender Amount₹ 49,91,237
Costs
EMD
₹ 99,830Document Cost
₹ 590Tender Fee
Refer Documents
Summary
Restoration Of Underground Cable Duct Route Of Bsnl Falls Under Alignment Of Extension Of Metro Rail From Prajapatinagar To Transport Nagar In Nagpur City.
Description
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Contact
Tender Id
2025_BSNL_223917_1Tender No
87/EEC/BSNL/NGP2024-25Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://https://www.bsnl.co.in/
GEM & Bid Advisory Services
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BOQ Items
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All kinds of soil
1116
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Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
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All kinds of soil.
111
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Filling 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 watering, lead up to 50 m and lift up to 1.5 m.
957
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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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)
42
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate12.5 mm nominal size).
128
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Extra for using cement concrete 1:1.5:3 instead of 1:3:6 in cable duct.
3
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
3
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
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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)
63
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Centring and shuttering including strutting, propping etc. and removal of forms for cement concrete/reinforced cement concrete work in manhole/handholes. NOTE:-The rate shall deemed to be inclusive of all the expenses for making arrangement to accommodate PVC pipe ducts entering the manhole/ handhole and that for fixing M.S. eyes, hooks and ladder hooks in the RCC works.
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Foundations, footings, bases of columns etc. for mass concrete.
12
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Wall (Any thickness) including attached pilasters,butteresses,plinth and string courses etc.
423
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Suspended floors, roofs, landings, balconies and access platform.
42
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Centering and shuttering including strutting proping etc., and removal of forms for cement concrete work in cable duct nest etc.
549
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
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Thermo-Mechanically Treated bars of grade FE-500D or more.
5664
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
233
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Providng and laying in position PVC pipes in cable duct nests confirming to I S 4985/2000, true to the line and alignment as per the drawings. The bottom most layer shall be supported on base spacers, placing each subsequent layer with the help of intermediate spacers after concreting upto the already laid layers (spacing of the spacer in the longitudinal direction for each layer of the pipes shall not be more than 2.0 meters center to center),spigot and socket jointing of the pipes cleaning
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and roughening of the contact surfaces with sand paper or making neat fillets alround the joints; providing double ended coupling (confirming to IS-10124/II/82) to the ends of the pipes to be embedded in manholes/handholes, walls; drawing 4 mm dia polypropylene rope through the laid pipes etc. complete. in all respect as per the direction of Engineer-In-Charge. Note: 1. The cost of concreting, spacers and polypropylene rope shall be paid under the relevant items. 2. Net length of laid PVC pipes between inner faces of manholes/ handholes shall be measured for payment.
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110 mm (Outer dia.) PVC pipes (2.5 mm wall thickness)
4602
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Providing laying 4 mm dia polypropylene rope (As per IS-5175-2014) inside the pipe from manhole to manhole as per the direction of Engineer-In-Charge. (The weight of rope shall not be less than 0.74 Kg/100 M. length and breaking strength shall not be less than 213.00 Kg.)
4800
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Providing and placing in position 2mm thick Acrylonitrile butadiene styrene (ABS) thero plastic spacers 8+0+0 (base and intermediate one), of the approved shades(except black),make quality and type to support the PVC pipe in the desired aligment and to ensure minimum 30mm gap around the pipe etc. complete as per direction of Engineer-in-Charge.
291
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Providing and fixing expansion plugs of Acrylonitrile butadiene styrene thermo plastic(ABS) in approved shade (other han black), make and quality to PVC pipe duct in manhole/handhole as per the drawing, fasstening of the already provided nylon rope to the plugs including their neceessary tightening etc.complete as per the direction of Engineer-in-charge and as per drawing.
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For 110mm outer dia of pipe.
96
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Providing and fixing End caps of Acrylonitrile butadiene styrene thermo plastic(ABS) in approved shade (other han black), make and quality to PVC pipe terminating outside manhole/handhole as per the drawing, etc.complete and direction of of Engineer-in-charge.
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For 110mm outer dia of pipe.
48
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Laying 32mm dia PLB pipe in 110mm PVC pipe including transporting the same from BSNL store Wadi to work site complete as per direction of Enginee-in-Charge.(The 32mm dia PLB pipe shall issued from BSNL store Wadi Nagpur)
1719
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Providing and fixing in position reinforced Concrete Cover with Spring Fibre Conforming to MD-10 and its assembly for 690 mm. nominal dia manhole opening as per the drawing Nos. CD/3A & CD/3B; 850 mm dia outer rim made of M.S. angle of size 110 x 80 x 3 mm and fixed in position with the help of 6 Nos. hold fasts; 107 mm. thick and 820 mm. dia cover with M.S. angle rim of size 107 x 65 x 3 mm. on side and 1.6 mm. M.S. bottom plate; necessary reinforcement welded to the rim; welding wherever necessary; cement concrete mix 1:1:2 ( 1 Cement : 1 Coarse sand : 2 graded stone aggregate 12.5 mm nominal size)
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with spring steel fibre conforming to I.S.12592 (part I)-1988 @ 0.75% by Volume of concrete; Steel work hot dipped galvanised; the necessary lifting arrangement; embossing on cover as required; filling grease in gaps between cover and its frame etc; complete as per direction of the Engineer-In-Charge.
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Providing and fixing Locking Arrangement Assembly in Manhole Entries as per the drawings, sliding shutters with locking arrangement and its guide rails in G.I. angles, square bars, flats, etc, cutting, welding, drilling holes wherever required, fixing the guide rails in position with metallic expanding fasteners of approved size and type and the matching sunken head bolts including drilling of holes in RCC works, hot etc. at the sliding surface and in the guide rails etc. complete as per the direction of Engineer-In-Charge.
261
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Providing and fixing in position 825 x 650 x 90 mm. reinforced concrete cover with Spring Fibre conforming to MD-10 grade as per IS- 12592 (Part-I)-1988, to the handhole as per the drawing Nos. CD/04; bottom and side rim of the cover in M.S. sheet; necessary reinforcement welded to the M.S. sheet rim; welding wherever necessary; concrete mix in 1:1:2 ( 1 Cement : 1 Coarse sand : 2 graded stone aggregate 12.5 mm. nominal size) mixed with spring steel fibre (conforming to I.S- 12592 (Part-I)-1988 at 0.75% by volume of concrete; steel work shall be hot dipped galvanised; the necessary lifting arrangement; embossing of cover as required; filling grease in gaps between cover and frame; etc; as per direction of the Engineer-In-Charge.
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