Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date
20 Nov 2019Closing Date
17 Dec 2019Tender Amount
₹ 2,50,37,165Costs
EMD
₹ 2,82,872Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Improvement And Metaling Tarring On Bandli Manal Kuffar Sharog Road
Description
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Contact
Tender Id
2019_PWD_32746_1Bid Award Id
ViewTender No
PW/SD/CB/TA/2019-20-6437-6536 Dated-11-11-2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.hp.gov.in/
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Documents
BOQ Items
Providing and laying concrete for plain/reinforced concrete nominal mix1:2.5:5 (One cement : Two and Half Sand: five graded stone aggregate10mm to 40mm (Ten milimeter to forty milimeter) nominal size) in sub- structure complete as per drawing and HP.PWD. technical specifications.clauses 802,804,805,806,807,1202 and 1204 including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer - in- charge.
255.95
-
10
Providing and laying cement concrete 1:4: 8 ( one cement : four sand: Eight graded crusher stone aggregate 25mm ( twenty five millimeter nominal size) and curing complete including the cost of form work for plain / reinforced concrete in open foundation/ sub-structures complete as per drawing and HP.PWD. Technical specifications. Clauses 802, 803, 1202 and 1203 including all leads, lifts carriage of materials and other incidentals complete as directed by the Engineer-in-Charge.
3216.12
-
10
Providing and laying concrete for plain/reinforced concrete M-10 (Ten) grade nominal mix1:3:6 (One cement : three Sand:six graded stone aggregate10mm to 40mm (Ten milimeter to forty milimeter) nominal size) in open foundation complete as per drawing and HP.PWD. technical specifications.clauses 802,803,1202 and 1203 including all leads, lifts, carriage of materials and other incidentals complete as directed by the Engineer-in-Charge.
565.03
-
10
Construction of dry rubber masonry for retaining walls, breast wall, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification clause 704.6 and 1302.5. including all leads, lifts carriage of materials and other incidentals complete as directed by the Engineer-in-Charge.
77.4
-
10
Providing and lying flooring laid over cement concrete bedding to be paid for separately complete as per drawing and technical specification Clause 1303.(One thousand three hundred three) Rubble stone laid in cement mortor 1:3. ( One cement : Three sand) within all leads lifts, carriage of materials and other incidentals complete as per the direction of the Engineer- in- Incharge.
8.82
-
10
Providing and laying reinforced cement concrete pipe NP2 (Two) for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 ( One cement : Two sand) but encluding excavation protection works backfilling concrete and masonry woks in head walls and parapets as per clause 1106. including all leads, lifts, carriage of materials and other incidentals complete as per entire satisfaction of the Engineer in charge.
135
-
10
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 with granular material.including all leads,lifts , carriage of materials and other incidentals complete as per entire satisfaction of the Engineer in charge.
365.61
-
10
Providing weep holes in brick/stone masonry/plain/ reinforcement concrete work abutment, wing walls, return walls with 100 mm ( One hundred milimetre) dia A/C pipe extending through the full width of the structure with slope of 1(One verical) : 20 (Twenty Horizetial) toward drawing face complete as per drawing and technical specification clause 614,709, 1204.3.7. including all leads, lifts a, carriage of materials and other incidentals complete as per entire satisfaction of the Engineer in charge.
1422
-
10
Preparation of sub grade by dressing to camber (Earth work for cutting involved for sub grade to be measured and paid for separately) depending upon the classification of soil including all leads, lifts, carriage of materials and other incidentals complete as per the direction of the Engineer-in-Charge.
25795
-
11
Consolidation of sub grade with road roller including making good the undulations etc. with earth or quarry soil etc., and re-rolling the sub grade including all leads, lifts , carriage of materials and other incidentals complete , as per the direction of the Engineer-in-Charge.
25795
-
12
Construction of granular Sub base by Providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achive the desired density, complete as per technical Specification Grading I materials, including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.
3224.37
-
13
Providing , laying, spreading and compacting stone aggregates of specific size 63mm to 40mm (sixty three milimetre to forty millimetre) to water bound mecadam 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 WBM Grading 2 (Two) as per technical specification clause 405.by mechanical means' including all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer-in-Charge.
1761.38
-
14
Providing , laying, spreading and compacting stone aggregates of specific size 53mm to 22.4mm (fifty three milimetre to twenty two point four millimetre) to water bound mecadam 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 WBM Grading- 3 (Three) as per technical specification clause 405.by mechanical means including all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer-in-Charge.
1761.38
-
15
Providing and applying priming coat with bitumen emulsion (SS-I ) on prepared surface of granular base including cleaning the road surface and spraying primer at the rate of 0.70 to 1.00 kg/ sqm. (Zero point seven zero to one Kilograme) per square metre using mechncial means as per technical specifications clause 502 including all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer-in-Charge.
23485
-
16
Providing and applying tack coat with bitumen (RS-I) distributor at the rate of 0.25 to 0.30 kg.per sqm (Zero point two five to zero point three zero Kilograme) per square metreon the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503.including all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer-in-Charge.
23485
-
17
Providing , laying and rolling of open graded premix carpet of 20mm (Twenty milimetre) thickness composed of 13.2 mm ( Thirteen point two milimetre) to 5.6mm ( five point six milimetre)aggregates eithers using penetration grade bitumen 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 three wheel 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either TypeA or Type B or Type C as per Technical specification clause 508.Bitumen (VG-10) by mechanical means.including all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer-in-Charge.
23485
-
18
Providing and laying seal coat sealing the voids in a bitumenous surface laid to the specified level, grades and cross fall using Type B as per technical specification clause 510.by mechanical means type B Bitumen (VG-10) including all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer-in-Charge.
23485
-
19
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads. Transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 with in all lead and lifts as per technical specification clause 303.1, including all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer-in-Charge.
1750
-
20
Reinforced cement concrete M15 (Fifteen) grade kilometer stone/local stone of standard design as per IRC:8 (Eight) fixing in position including printing, but encluding painting as per drawing and Technical Specification Clause 1703. 5th (Fifth) Kilometer Stone (precast) Including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.
1
-
21
Reinforced cement concrete M15 (Fifteen) grade kilometre stone/local stone of standard design as per IRC:8 (Eight) fixing in position including printing but encluding painting as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast) Including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.
6
-
22
Reinforced cement concrete M15 (Fifteen) grade kilometre stone/local stone of standard design as per IRC:8 (Eight) fixing in position including printing but encluding painting as per drawing and Technical Specification Clause 1703. 200 ( Two hundred) metre Stone (Precast) Including haulage of material with in all leads, lifts and other incidentals complete as directed by the Engineer In charge.
28
-
23
Providing and fixing 600 mm (Six hundred millimetre) equiateral triangle retroreflectioned cautionary mandatory and information sign board as per IRC 67 Made of encapsulated lans type reflective sheeting vide clause 1701-02,3 fixed over aluminium sheet 1.5 mm thick supported on a mild steel angle post 75 mm x 75 mm x 6 mm firmly fixed to the groundby means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm (Six hundred millimetre) below ground level as per drawing and specification clause 801, Including haulage of material with in all leads, lifts and other incidentals complete as directed by the Engineer In charge.
2
-
24
Providing and erecting direction and place identification rectoreflected sign board as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alunimium sheet 2 mm (Two milimetre) thick with area exceeding 0.9 sqm ( zero point nine square metre) supported on RCC post 100 mm x100 mm (One hundred milimetre in to One hundred milimetre) firmly fixed to the groundby means of properly designed foundation with M15 grade cement concrete 450 X 450 X 600 mm ( Four hundred fifty into Four hundred fifty into six hundred milimetre) , 600 mm (Six hundred milimetre) below ground level as per approved drawing and technical specification clause 1701, Including haulage of material with in all leads, lifts and other incidentals complete as directed by the Engineer In charge.
4
-
25
Providing and fixing 600 mm ( Six hundred milimetre) equiateral triangle semi reflective cautionary informatory sign board for traffic as per IRC 67 Made of encapsulated lans type reflective sheeting vide clause 1701.3.9 of MORD for Rural Road and fixed over aluminium sheet 1.5 mm (One point five milimetre) thick supported on a mild steel angle post 75 mm x 75 mm x 6 mm (Seventy five into Seventy five into six milimetre) firmly fixed to the ground as per specification clause 801. i) 600 mm ( Six hundred milimetre) equilateral triangle.67 Made of encapsulated lans type reflective sheeting vide clause 1701-02,3 fixed over aluminium sheet 1.5 mm ( One point five milimetre) thick supported on a mild steel angle post 75 mm x 75 mm x 6 mm (Seventy five into Seventy five into six milimetre) firmly fixed to the ground as per specification clause 801 Including haulage of material with in all leads, lifts and other incidentals complete as directed by the Engineer In charge.
17
-
26
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