Punjab Mandi Board Tender
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Costs
EMD
₹ 5,40,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_AGRI_132038_1Tender No
notice 08(11-307)Tender Authority
Punjab Mandi Board ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
Above 3m Depth (66.664+117.775)
184.44
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Clause 802, 803, 1202 & 1203 PCC-10 (SOR PMGSY 20-21) (44.448+137.72+8.636+22.08+23.519)
236.4
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
257.18
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Providing and laying in situ/ ready mix controlled grade of M-30 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement) (228.603+106.688+90.703)
425.99
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Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 (Specification:MoRD 2004 of Chapter 12.14)
29
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
163.14
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
32.63
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
79.3
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Providing factory made hydraulically pressed mechanically vibrated and compacted Precast M-50 Ready Mix controlled cement concrete of trap /granite/quartzite/gneiss metal BLOCKs of 630 mm length and 580 mm to 400mm thick having various cross section areas for assembly of Arch Strip, including lifting hooks, including machined surfaced laser cut, trapezoidal steel moulds. As specified and as per IS 456:2000 including cost of all materials, preparation of casting bed, manufacturing, curing, removing from steel moulds by using crane or required machinery and stacking of blocks for preparation of arch strip of various lengths, with fully automatic micro processor based PLC with SCADA enabaled concrete Batch Mix Plant ( PAN Mixer ) With Natural / artificial sand. etc. complete. as directed by the Engineer in charge. (M-50)
456
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Providing and laying over the area of concrete blocks HYFLEX steel wire rope – 6 X 36, steel core fixed with aluminum ferrules of required size and shape in individual block, for connecting blocks in unit arch strip. Including crimping of each ferule with wire rope using embedded steel bar of 8mm diameter and 150mm in length. Including 10mm dia steel roads for fixing wire ropes, including M-50 grade Ready Mix cement concrete of 60mm thickness, mechanically vibrated and compacted above linearly and parallelly arranged precast blocks placed on ISMC 100 base to form a layer of SCREED over unit arch strip. Including Including Z-plate acting as form work and steel separation plate of 10mm thickness over individual joint. As specified and as per IS 456:2000 including cost of all materials, preparation of level bed, curing, , including lead of all materials up to RMC plant / casting yard, etc. complete. as directed by the Engineer in charge. (M-50)
287.28
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Providing factory made hydraulically pressed mechanically vibrated and compacted Precast M-50 Ready Mix controlled cement concrete of trap /granite/quartzite/gneiss metal for SOCKET of 1000mm length having various cross section as per approved drawings, including lifting hooks, including machined surfaced laser cut, trapezoidal steel moulds. As specified and as per IS 456:2000 including cost of all materials, preparation of casting bed, manufacturing, curing, removing from steel moulds by using crane or required machinery and stacking of blocks for preparation of arch strip of various lengths,with fully automatic micro processor based PLC with SCADA enabaled concrete Batch Mix Plant ( PAN Mixer ) With Natural / artificial sand. etc. complete. as directed by the Engineer in charge. (M-50)
48
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Providing Lifting, transportation and placing activities of precast arch units and sockets from casting yard / RMC plant to construction site including all necessary lifting arrangements in hydraulic telescopic cranes of appropriate lifting capacity, transportation on flat bed trailer of required length, including lifting slings with D-shackle, pulling ratchets, including ISMC 300 steel supporting cross beam, two numbers of P type 10 ton capacity chain pully , including temporary supports for lifting and transporting on trailers, including construction of leveling platform crane and trailer, including scaffolding and platform at pier / abutment top level, including necessary all manpower., etc. complete., as directed by Engineer In Charge.
351.47
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Providing trap/ granite/ quartzite/ gneiss rubble filling over haunches and arches including hand packing etc. complete. BR.46 Page No. 140
206.57
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (70.157+60.773+4.14)
135.07
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Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (18.266+7.768)
26.03
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Supplying, Fitting and Placing HYSD bar Reinforcement (integrated plant marked ) in foundation, substructure and super-structure including cutting,wastage & overlap as per Drawing and Technical Specifications clause 1600,1600 & 2200 and 1600 (Sr no 12.42 & 13.6, 14.2 of MoRT&H )
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in Sub structure ( As per detail attached ) (36.987+11.646)
48.63
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in Super structure ( As per detail attached ) (0.913+0.388)
1.3
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Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. CSR (22.12 A)
92.66
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Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI and GOM in all respect, including inspection charges, transport to departmental stores/site, unloading and stacking etc. complete as per IS458/1988
17.31
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Making Bore & Installation of pumping set of dewatering
640
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Running & Maintenance of Pumping Set 8 HP/Genrator Set
43008
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Providing concrete for plain/reinforced concrete M-30 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
25.75
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight-10 mm depth. CSR 22.15 (iv)
112.03
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 technical specification.(Sr.No13.10 of MoRTH )
262.9
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
146.63
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Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
107.72
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Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
170
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Washed stone grit plaster on exterior walls of height upto 10 M. above ground level in two layers, under layer 12.5mm cement plaster 1:4 (1 cement : 4 coarse sand ) furrowing coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2the under layer with scratching tool, applying cement slurry on the under layer @ 2 as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings, complete as per specification and direction of Engineer-in- charge (Payment for providing grooves shall be made separately). csr 15.70
111.63
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Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15mm wide 15mm deep csr 15.71
262.88
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Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm csr 16.58
416.41
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Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications. Sr. No. 13.1
240.24
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Cement Pointing 1:2 (Raised) on stone walls as per CSR item No. 15.64
360
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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
360
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Dismentling OF Existing Brick Edging Complete in all Respect as per CSR 8.5 (i)
5.2
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Dismentling of flexible pavements and disposal of damage matrial upto a lead of 100 m stacking serviceable and unserviceable maetrial separately as per technical specification clause 202 (CSR 24.3 (a)
77.78
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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
100.65
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Laying, Spreading & Compacting of Existing scarified material (Received after scarifying) & supplying & Mixing 20% Coarse sand Comp. As per specification (60% of dismentled material)
46.67
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Sr.No 3.16 of MoRTH ) (5106.97+2426.31)
7533.28
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Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Technical specifications
440
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GRANULAR SUB-BASE & BASE COURSE (NON BITUMINIOUS) Granular Sub-Base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401(Sr.No 4.1 of MoRTH ) (239.34+135)
374.34
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Water Bound Macadam Grading - II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(Sr.No 4.11,4.11 A,4.11 A(ii) of MoRTH ) Approches both side of Bridge (LHS-110m,RHS-150m =260 m)
214.5
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Water Bound Macadam Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(Sr.No 4.11,4.11 A(iii) of MoRTH ) Approches both side of Bridge (LHS-110m,RHS-150m =260 m)
107.25
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BASE AND SURFACE COURSES (BITUMINIOUS) Prime Coat (Low Porosity) Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means (Sr.No 5.1 A of MoRTH )
1430
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Tack Coat (VG-10) Providing and applying tack coat with VG-10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(Sr.No 5.2 (ii) of MoRTH ) Approches both side of Bridge (LHS-110m,RHS-150m =260 m)
1430
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20 mm Thick Open-Graded Premic Carpet Providing, laying and rolling of open - graded premix surfacing of 20 mm VG-10 thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.(Sr.No 5.7 of MoRTH ) Approches both side of Bridge (LHS-110m,RHS-150m =260 m)
1430
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Seal Coat (Type - B) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats.(Sr.No 5.9 of MoRTH )
1430
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Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and MoRD Specification Clause 801
-
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Retro-reflectorised Traffic Signs 900x900x900mm triangular
2
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Direction and Place Identification signs with size 1200x900mm (CSR 24.48 b (i)
1
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Providing and fixing of typical PMGSY Logo sign board
1
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Providing and fixing of typical PMGSY Logo & Informatory sign board
1
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Providing and fixing Citizen Informatory PMGSY Logo sign board
1
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Providing and fixing of Circular Board (600mm)
2
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Providing and fixing of Hazard Markers (800x300) CSR 24.50 a (i)
4
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Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications (CSR 24.57)
78.25
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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (1000mm Pipe) Sr. No. 9.12
45
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Laying Brick soling layer on prepared sub grade with brick on end edgeing according to lines, graded and x section shows on the drawing filling joints with sand and earth spreading 25mm thk layar of earth over brick soling watering and rolling the same with three whelled road roller 80-100kN as per technical specification Clause 412 (CSR 14.19)
968
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Removing Hume Pipe 1000 mm dia. CSR 8.27 ( C)
45
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Disposal of material upto 2km lead (CSR 5.2 (i)+5.1
1455.79
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Dismantling brick work tile, masonry or tile lining In cement . CSR 8.5(b)
84.3
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Dismantling of pre-stressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100
mtr (By Mechanical Means) CSR 8.41
51.48
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Disposal of material upto 2km lead CSR 5.1
135.78
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Credit of Old Material
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Credit of Old Hume Pipes
31.5
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Credit of Bricks
19481
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Credit of Bats (58.56+33.72)
94.06
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Credit of Old Steel
1029.6
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Add Acceptence Test on bridge as per IRC:51-2015 Must be Conducted by Approved/Reputed Agency as Approved by Engineer in charge
1
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Routine Maintenance after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.
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For 1st Year
1
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For 2nd Year
1
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For 3rd Year
1
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For 4th Year
1
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For 5th Year
1
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