Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date3 Dec 2020
Closing Date14 Dec 2020
Tender AmountRefer Documents
Costs
EMD
₹ 9,15,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEHP_102226_2Bid Award Id
ViewTender No
7400-50 dated 04.11.2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.gov.in/
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Documents
BOQ Items
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Providing and Laying concrete Mechanically mixed and vibrated for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 ( PCC 1: 6: 12 ) ( One cement: Six sand :Twelve graded stone 40 mm(Forty millimeters) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads and curing complete including the cost of form work and hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
138.3
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Providing and laying concrete Mechanically mixed and vibrated PCC M-20 (Twenty) nominal mix 1:2.4 ( One cement: Two sand :four graded stone 20 mm(twenty millimeters) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads , Clause 802,803,1202 and 1203 and curing complete including the cost of form work including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
837.7
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Providing and laying concrete Mechanically mixed and vibrated PCC M-15(Fifteen) nominal mix 1:2.5.:5 ( One cement: Two and half sand :five graded stone 20 mm(twenty millimeters) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads , Clause 802,803,1202 and 1203 and curing complete including the cost of form work including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
230.88
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Providing and laying concrete Mechanically mixed and vibrated PCC M-10(Ten) nominal mix 1:3.6 ( One cement: Three sand :six graded stone 20 mm(twenty millimeters) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads , Clause 802,803,1202 and 1203 and curing complete including the cost of form work including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
219
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Providing and Laying concrete Mechanically mixed and vibrated for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 ( PCC 1: 4: 8 ) ( One cement: Four sand : eight graded stone 25 mm(twenty-five millimeters) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads and curing complete including the cost of form work including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
161.1
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Random rubble stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in cement-mortar 1:6 ( One cement : six sand) and curing complete including and hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge.
972.03
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm ( six hundred millimeter ) with smaller size towards the soils and bigger size towards the wall and providing over the entire surface behind abutment wing wall return walls, to the full height compacted to firm condition complete as per drawings and technical specification Rural Road , clause 1204.3.8 including hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
143.35
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Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 including hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
437
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Supplying, fitting, and placing HYSD bars reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 and curing complete including the cost of form work and hauling of materials through all modes of transportation with in all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge.
10.82
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Providing and laying of boulder apron laid in wire crates with 4 mm (Four millimeter )dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm (hundred into hundred millimeter ) mesh (woven diagonally) including 10 % (ten per cent) extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilogramme ) each as per drawing and technical specifications Clause 1301 including the cost of form work and hauling of materials through all modes of transportation with in all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge.
64.8
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Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the required gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm compact thickness including hauling of materials through all modes of transportation with in all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge.
126
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Preparation of sub-grade by dressing to camber (earth work for the cutting involved for sub grade to be paid for separately depending upon the classification of soil completed as per HP.PWD. Specifications including the hauling of materials through all modes of transportation with in all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge.
10279.5
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Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD. Specification including hauling of materials through all modes of transportation with in all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge.
10279.5
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Construction of sub grade and earthen shoulders with approval material obtained from borrow pits with all leads and lifts, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 including haulaging of materials in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge as per Technical Specification clause 303.1.
1065.04
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Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 including haulaging of materials in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
1288.61
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Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill- up the interstices of coarse aggregate, watering and compacting to the required density grading-II as per technical specification clause 405 including haulaging of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. WBM Grading -II (63mm to 45mm).
2595.78
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill- up the interstices of coarse aggregate, watering and compacting to the required density grading-III as per technical specification clause 405 including haulaging of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. WBM Grading -III (53mm to 22.4 mm size)
2556.88
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Providing and applying primer coat with Bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road and spraying primer at the rate of 1.00 kg/sqm using mechanical means as per technical specification clause 502 including haulaging of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
34091.75
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rates of 0.30 Kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical specification clause 503 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.
33396
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Providing, laying and rolling of open-graded premix carpet of 20 mm to thickness composed of 13.2 mm 5.6 mm aggregate using bitumen VG-10 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 three wheel 80/100 KN static roller capacity, finished to required level and grade to be followed by seal coat of type B as per technical specification clause 508 including haulaging of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
33396
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Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using type B as per technical specification clause 510 including haulaging of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. using Bitumen VG-10
33396
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Reinforced cement concrete M-15 (fifteen) grade kilometer stone/local stone of standard design as per IRC:25 fixing in position including finishing and lettering but excluding painting as per drawing and technical specification clause-1703 including hauling of materials through all modes of transportation with in all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge. i) Ordinary/ Kilometer stone
7
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ii) 200meter stone
27
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iii) 5th KM stone
1
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P/F of typical PMGSY informatory board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm (one point six millimeter) thick, top and middle plates duly welded with MS flat iron 25mm X5mm (twenty five into five millimeter) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmX25mmX5mm. (twenty five in to twenty five into five millimeter) The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded two nos. 75mmX75mm (seventy five in to seventy five millimeter) of 12SWG sheet tubes post duly embedded in C.C. M-15 grade blocks of 450mmX450mmX600mm, (four hundred fifty into four hundred fifty into six hundred millimeter) 600 mm (six hundred) below ground level. The top most diamond plate will be welded to middle plate by 47mmX47mm of 12S WG steel plate tube. All MS will be stove enameled on both sides lettering and painting arrows border etc, will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour . All section of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1 including the cost of form work and hauling of materials through all modes of transportation with in all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge.
2
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Providing and fixing recto reflectors cautionary mandatory and informatory sign as per IRC : 67 made of encapsulated lence type reflective sheeting wide clause 1701.2.3 fixed over aluminum sheeting 1.5mm (one point five millimeter) thick supported on a mild steel angle iron 75mm x 75mmx 6mm (seventy five in to seventy five into six millimeter) firmly fixed to the ground by means of properly designed foundation with M-15 (fifteen) grade cement concrete 450x450x600mm (four hundred fifty into four hundred fifty into six hundred millimeter) 600 mm (six hundred) below ground level as per drawing and technical specification rural roads including the cost of form work and hauling of materials through all modes of transportation with in all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge. i) 600 mm circular Mandatory Sign Board
3
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ii) 600 mm Square direction and place sign board
1
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iii) 900 mm equilateral triangle cautionary sign board
13
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Routine Maintenance after completion of construction work as per terms and condition of bid document of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads , (Two thousand Four) for rural roads including hauling / carriage of all labour equipment and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge for 1st Year
5.52
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128337
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Routine Maintenance for 2nd Year
5.52
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138604
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Routine Maintenance for 3rd Year
5.52
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149692
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Routine Maintenance for 4th Year
5.52
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161667
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Routine Maintenance for 5th Year
5.52
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174600
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