Re-Construction Of V.R. Bridge At Rd 68500 Of Shudkan Disty Re-Construction Of V.R. Bridge At Rd 68500 Of Shudkan Disty
Tender Value
90.52 Lakhs
Estimated cost
Bid Submission
20 Sep 2021
0 days left
EMD
1.81 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Narwana → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Re-Construction Of V.R. Bridge At Rd 68500 Of Shudkan Disty Re-Construction Of V.R. Bridge At Rd 68500 Of Shudkan Disty
BOQ
| Sl. No. | Item Description |
| 1 | Earth 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 earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil. (HSR Item No.4.12.1) |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.(HSR Item No.4.33 (Drived)) |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In Cemet Mortar(HSR Item No.5.7.4) |
| 4 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge.(HSR Item No.5.25) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.(HSR Item No.6.29.1) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.(HSR Item No.6.30.2) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies(HSR Item No.6.30.3) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts(HSR Item No.6.30.6) |
| 9 | Extra for shuttering in circular work (20% of respective centering and shuttering items)(HSR Item No.6.30.14) |
| 10 | Edges of slabs and breaks in floors and walls Under 20 cm wide.(HSR Item No.6.30.16.1) |
| 11 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer-in-charge.(Note :- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) upto plinth level(HSR Item No.6.22.2.2) |
| 12 | 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. All works upto plinth level. Extra for providing richer mixes up to plinth and at all floor levels.Providing M-35 grade concrete instead of M-25 cum grade BMC/ RMC. (Note Cement content considered in M-35 is@ 350 kg/ cum) (HSR Item No.6.25.1 + 6.26.2) |
| 13 | Cement Concrete Pavement - Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,finishing to lines and grades as per drawing, complete as per clause 602 of MORT&Hspecifications. (HSR Item No.17.45) |
| 14 | Granular Sub-Base with Close GradedMaterial· (Table:- 400-1)Plant mix method Construction of granular sub-base by providing material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications- Grading I material.(HSR Item No.17.14.1) |
| 15 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.(HSR Item No.6.33.6) |
| 16 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic orplastered or concrete surfaces to give an even shade.(HSR Item No.11.78) |
| 17 | Providing 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(HSR Item No.9.57.2) |
| 18 | Providing and lowering Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1 :2 (1 cement : 2 fine sand) including testing of joints etc. - 900 mm dia RCC pipes(HSR Item No.21.95.8) |
| 19 | Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge above 900 mm dia.(HSR Item No.5.53.2) |
| 20 | Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand)(HSR Item No.7.21.1) |
| 21 | Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor four level in all types & sizes: cement mortar 1:4 (1 cement : 4 coarse sand)(HSR Item No.7.22.1) |
| 22 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfyingthe requirements laid down in clause 2504.2.2. of MoRT H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRT&H Specification(HSR Item No.27.17) |
| 23 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications(HSR Item No.27.15) |
| 24 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Serrated with central bulb (225 mm wide, 8-11 mm thick)(HSR Item No.28.28.1) |
| 25 | Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012MORTH (Specs) 408 408 801 801 680 - Using retro reflective Sheeting Class C as per IRC 67 2012(HSR Item No.34.4.1) |
| 26 | Mandatory sign board 900 mm circular as per RC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012- Using retro reflective Sheeting Class C as per IRC 67 2012.(HSR Item No.34.6.1) |
| 27 | Informatory sign board 900x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 - Using retro reflective Sheeting Class C as per IRC 67 2012 MORTH (SPECES)(HSR Item No.34.11.1) |
| 28 | Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with floroscent yellow colour retro-reflective Class C sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Class C Yellow sheeting as per IRC 67-2012 . The flexible median marker shall have overall height of minimum 180 mm, width of minimum 120 mm, body thickness of minimum 2.0 mm and shank depth of minimum 30mm. The retroreflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The Flexible Median Marker shall be tested from Government Lab for reboundability and tensile test as per IRC 79 :2019.(HSR Item No.34.35) |
| 29 | Providing and installation of solar cat eye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light ou1put in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing 360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective polycarbonate/ methyl methecrylate lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cat eye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 5 mm. The body of the solar cat eye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280.(HSR Item No.34.36) |
| 30 | Metal Beam Crash Barrier - Type • A, \"W\" : Metal Beam Crash Barrier - Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be f1Xed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.(HSR Item No.34.32.1) |
| 31 | Providing and fixing in position 25 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 25 mm, covered with sealant complete as per drawing and MoRT&H specifications.(HSR Item No.27.51.3) |
| 32 | Creadit Brick Bats As Per Item No. 3 |
| 33 | Creadit For Steel Scrap As Per Item No. 4 70%x15.39x0.89=958.80 |
| 34 | Creadit For NP-3 Pipe As Per Item No. 13@70% |
AI Tender Summary
Tender Timeline
Sep 13, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedSep 20, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 20, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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