Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Excavation
Eprocure
Opening Date2 Dec 2024
Closing Date26 Dec 2024
Tender Amount₹ 7,40,77,124
Costs
EMD
₹ 14,81,600Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Link Road From Jabbal Ka Bag To Trilokpur Via Kandaiwala Kharko Km. 0/0 To 12/255, Tehsil Nahan, District Sirmour ( Hp )
Description
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Contact
Tender Id
2024_PWD_96068_1Tender No
NAHAN 8103-33Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.hp.gov.in/
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Documents
BOQ Items
Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 4 : 8 ( One cement : four sand : eight graded crushed stone aggregate 40 mm ( forty milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation complete as per MORD 2014, drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge. ( In foundation bed ) .
248.95
5720
1424068.69
Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 4 : 8 ( One cement : four sand : eight graded crushed stone aggregate 25 mm ( twenty five milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation complete as per MORD 2014, drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge. ( In retaining wall/wing walls of hume pipe culverts ) .
1412.84
5733
8100334.47
Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 4 : 8 ( One cement : four sand : eight graded crushed stone aggregate 25 mm ( twenty five milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation complete as per MORD 2014, drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge. ( In parapets ) .
741.54
5733
4251523.19
Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 3 : 6 ( One cement : three sand : six graded crushed stone aggregate 40 mm ( forty milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation , Sub-structure complete as per drawing MORD 2014, & technical specification clauses 802, 804, 805, 806, 807, 1202 , 1203 & 1206 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.
400.16
6668
2668446.95
Providing & laying cement concrete Mechanically mixed & Vibrated Plain cement concrete Grade-M- 20 ( Mix design twenty ) 1 : 2 : 4 ( One cement : two sand : four graded crushed stone aggregate 20 mm ( twenty milimetre ) nominal size ) for plain/ reinforced concrete work in Sub-structure complete as per MORD 2014, drawing & technical specification clauses 802, 804, 805, 806, 807, 808,1202 & 1206 upto all height including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.
2049.35
7509
15389593.83
Providing & laying reinforced cement concrete Mechanically mixed & Vibrated in super-structure as per MORD 2014, drawing & technical specification clauses 800, 1204.1 & 1404.4.1 reinforcement cement concrete M-25 grade ( design mix ) 1 : 1.5 : 3 ( One cement : one & half sand : three graded crushed stone aggregate 20 mm ( twenty milimetre ) nominal size ) in all height & depth, including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.
158.65
9329
1480045.85
Supplying, fitting & placing HYSD bar reinforcement in Super structure complete as per MORD 2014, drawing & technical Specifications , clause 2011.3, 1006 & 1202 including cost of binding wire including carriage of materials within all leads, lifts & other incidential charges & as per directionof Engineer-in-Charge.
14.66
100171
1468516.39
Providing & laying flooring laid over cement concrete bedding ( cement concrete bedding to be measured & paid for separately ) complete as per MORD 2014, drawing & technical specification clause 1303, Rubble stone laid in cement mortar 1:3 ( One cement : three sand ) ( Cement concrete will be paid for separately ) including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.
43.58
5469
238339.02
Back filling behind abutment, wing walls & return walls complete as per MORD 2014, drawing & technical specification clause 710.1.4 appendix-6 of IRC 78, Granular materials including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.
754.81
2317
1749272.18
Providing weep holes in brick masonry/ stone masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia (One hundred milimeter ) PVC pipe extending through the full width of the structure with slope of I V ( One vertical ) : 20 H ( Twenty horizonuial ) towards drawing face complete as per MORD 2014, drawing Technical Specifications clauses 614, 709, 1206.6 including hauling of materials within all leads & lifts & other incidential charges & as per direction of Engineer-in-Charge.
1488
319
475564.8
Providing & laying reinforced cement concrete pipe NP3 900mm ( nine hundred milimetre ) dia for culverts on first class bedding of granular materials in single row including fixing collars with cement mmortar 1 : 2 ( One cement : two sand ) but excluding excvavation, protection wall, back filling, concrete & masonry work in head walls & parapets as per MORD 2014, drawing & technical specification clause 1101 including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.
217.5
4242
922743.75
Providing & laying boulder apron laid in wire crates with 4 mm ( four milimetre ) dia G.I. wire conforming to IS: 280 & IS:4826 in 100mm x100mm ( One hundred into one hundred milimeter ) mesh ( woven diagonally including 10% ( ten percent )extra for laps & joints laid with stone boulders weighting not less than 25 ( twenty five ) kilogram each as per MORD 2014, drawing & technical Specification clause 1301, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.
2878.18
3702
10657324.9
Construction of Reinforced cement concrete railing of M-25 ( twenty five ) Grade in-situ with 20 mm ( twenty milimeter ) nominal size aggregate, true to line & grade, to lurence of vertical reinforced cement concrete post not to exceed 1 ( One ) in 500 ( five hundred ), centre to centre spacing between vertical post not to exceed 2000 m ( Two thousand meter ), leaving adequate space between vertical post for expansion, complete as per MORD 2014, approved drawings & technical specifications clauses 800, 900 & 1404.3.3, including hauling/ carriage of all labour equipment & materials to various locations through all modes of transpportions in all leads & lifts to the entire satisfactionof the Engineer-in-Charge.
15
4052
60793.5
Providing & fixing Drainage spouts complete as per MORD 2014, drawing & Technical & Specifications clause 1404.5, including hauling/ carriage of all labour equipment & materials to various locations through all modes of transportations in all leads, lifts to the entire satisfactionof Engineer-in-Charge.
8
1748
13984.8
Construction of unlined surface drains of average cross sectional area 0.40 Sqmt ( Zero point zero four Square metres ) in soil to specified lines, grades, levels and dimensions. Excavated materials to be used in embankment within all leads & lifts as per MORD 2014 & Technical specification clause 307 & 1307, including all leads, lifts & carriage of materials complete as per entire satisfaction of the Engineer-in-Charge.
11500
131
1507075
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 claiisification of soil ) complete as per HP.PWD.,1990 specification clause 21.2.2, including haulage of materials in all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.
6780.4
2
14238.84
Consolidation of Sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. & re-rolling the sub-grade complete as per HP.PWD., Specification, 1990, clause 21.2.3 including haulage of materials in all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.
6780.4
5
34919.06
Construction of granular Sub-base by providing well graded materials, spreading in uniform layers with tractor 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, for Grading-I ( one ) materials including carriage of materials within all leads, lifts & other incidentals complete as per entire satisfaction of the Engineer-in-Charge.
1017.06
2378
2418873.8
Reinforced cement concrete M15 grade kilometre stone/ Local stone of standard design as per IRC:8 fixing in position including painting & Printing etc. as per drawing and Technical Specification clause 1703, 5th ( fifth ) Kilometer stone ( Precast ) including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge
2
5483
10966.1
Reinforced cement concrete M15 grade kilometre stone/ Local stone of standard design as per IRC:8 fixing in position including painting & Printing etc. as per drawing and Technical Specification clause 1703, Ordinary Kilometer stone ( Precast ) including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge
10
3167
31677
Reinforced cement concrete M15 grade kilometre stone/ Local stone of standard design as per IRC:8 fixing in position including painting & Printing etc. as per drawing and Technical Specification clause 1703, 200 ( Two hundred ) meter stone ( Precast ) including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge
61
916
55900.4
Providing & fixing of typical NABARD informatory sign board with logo as per MORD specifications conforming to IRC 67 and drawing. Three mild steel plates of 1.6 mm ( One point six milimeter ) thick, top and middle plate duly welded with mild steel flat iron 25 mm x 5 mm ( Twenty five milimeter into five milimeter )size on back on edges. The lower plate will be welded with mild steel angle iron frame of 25 mm x 25 mm x 5 mm ( Twenty five milimeter into twently five milimeter into five milimeter ). The angle iron frame of the lower most plate & flat iron frame of middle plate will be welded to 2 Nos ( Two number ) 75mm x 75mm ( Seventy five milimeter into seventy five milimeter ) of 12 ( Twelve ) SWG sheet tubes posts duly embedded in cement concrete M-15 ( fifteen ) brade blocks of 450mm x 450 mm x 600 mm, 600 mm ( Four hundred fifty milimeter into four hundrted fifty milimeter into six hundred milimeter, six hundred milimeter ) below ground level. The top most dismond plate will be welded to middle plate by 47 mm x 47 mm ( forty seven milimeter into forty seven milimeter ) of 12 ( twelve ) SWG steel plate tube. All mild steel will be stove enamel paint of superior quality in required shade and colour. All sections of framed posts & steel tube will be painted with primer and two coats of apoxy paint as per drawing clause 1701,801 and annexure 1700.1, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge .
2
18997
37994.6
Providing & fixing of retro-reflectorised cautionary, mandatory & informatory sign as per IRC 67 ( Sixty seven ) made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm ( One point five milimeter ) thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm ( seventy five milimeter into seventy five milimeter into six milimeter ) firmly fixed to the ground by means of properly designed foundation with M15 (fifteen ) grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm ( Four hundred fifty milimeter into four hundrted fifty milimeter into six hundred milimeter, six hundred milimeter ) below ground level as per drawing and Technical specification clause 801,1701 and annexure 1700.1, 900 mm ( Nine hundred milimetre ) equilateral triangle, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.
2
4077
8154.9
Providing & fixing of retro-reflectorised cautionary, mandatory & informatory sign as per IRC 67 ( Sixty seven ) made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm ( One point five milimeter ) thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm ( seventy five milimeter into seventy five milimeter into six milimeter ) firmly fixed to the ground by means of properly designed foundation with M15 (fifteen ) grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm ( Four hundred fifty milimeter into four hundrted fifty milimeter into six hundred milimeter, six hundred milimeter ) below ground level as per drawing and Technical specification clause 801,1701 and annexure 1700.1, 600 mm ( Six hundred milimetre ) equilateral triangle, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.
2
3345
6690.5
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