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Tender Value
₹81.8 L
EMD Value
₹1.1 L
Closing Date
29 Jun 2021, 6:00 pmClosed
EE HPSAMB Shimla
EE HPSAMB Shimla
Providing and laying cement concrete paver blocks in upper parcel parking at Terminal Market Yard Parwanoo, Distt. Solan, H.P.
2021_HPAMB_48575_1
HMB-EC-Tender-11/92
Open Tender
Civil Works
60 days
Parwanoo
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
EE HPSAMB Shimla
₹1.1 L
29 Jul 2021
15 Jun 2021
1 Jul 2021
15 Jun 2021
29 Jun 2021
15 Jun 2021
Amount
SITE DEVELOPMENT WORK: Cutting in earth work in by mechanical means all heights and depths in all kinds of soils, including saturated soils comprising of pick work , Jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (Where blasting is prohibited) and their intermediate classification of soil including, dewatring where required, setting out to required lines, levels as shown on the drawing and directed by the Engineer-in - charge at site, according to the HP.PWD. specification of 1990( One Thousand Nine Hundred ninety) Volume-I (One) and sorting out useful and unuseful matreial and Transportation of the unuseful matreial for disposing at dumping site ( To be arranged by the Contractor) as per satisfacation of Engineer -in- Charge through all modes of transportation including head load , animal load or mechnical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechnical means and labour( If required). All useful material such as stone , shingles aggregate and slates Shall be properly Stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per direction of the Engineer -in -charge . The recovery for stones, weather useful or not, for the minimum quatom of 10.13 cubic meter @ Rupee 300/- Only (Rupees. Three hundred) per cubic meter Shall be effected on pro rata basis in all circumstances. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
Providing and laying Mechanically mixed & vibrated 1: cement :4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of from work in foundation and plinth, including carriage of material within all leads and lifts as per direction of Engineer-in-charge
Providing form work with steel plates 3.15mm (three point one five millimetre) thick welded with angle iron in frame 30x30x5mm ,so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden / steel battens and ballies, height of propping and centring below supporting floor to ceiling up to all heights and removal of the same for insitu-reinforced concrete & plain concrete work including carriage of material within all leads and lifts as per direction of Engineer-in-charge in:-Foundation footing and basis of columns.
Providing and laying mechanically mixed and vibrated cement concrete Mix 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in foundation footings bases of columns and the like and mass concrete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.
Providing mild steel / tor steel reinforcement for R.C.C. work including binding wire, cutting, bending, binding and placing in position complete upto all floors level including carriage of material within all leads and lifts as per direction of Engineer-in-charge.
Providing and laying of interlocking concrete block pavements polished/coloured ISI marked having thickness 80 mm (M 50 grade) as per drawings and technical specification clause 1504, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
Excavation in foundations, trenches etc. in earth work in all kinds of earth work including spade work as pick work, jumper work, blasting work including where blasting is prohibited and chiselling / wedging out of rock and their intermediate classification of soil including dewatering whereever required upto all leads & lifts and stacking the excavated soil not more than 3 meteres clear from the edge of excavation and than returning the stacked soil in 15 cms layers, when required into plinths, sides of foundations etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth the dumping site through all mode of transportation including head load animal load or mechanical means alongwith its leveling at dumping site and complete the work by mechanised means and labour (if any required) furtherany loss of the public and private property during the course of execution shall be the absoutely responsibility of the contractor which shall have to duly compemsated by him in all respect as will be decided by the Engineer-in-Charge.
Providing and laying Mechanically mixed & vibrated cement concrete 1:6:12 (1: cement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring & shuttering from work in foundation and plinth, including carriage of material within all leads and lifts as per direction of Engineer-in-charge
Providing and laying concrete for plain/reinforced concretre 1:3:6 mechanical mixed, vibrated and curing complete including form work in open foundation as per drawing and technical specification of MORD 800 & 1200(Eight hundred and one thousand two hundred)clause 802, 803, 1202 and 1203(Eight hundred two, eight hundred three, one thousand two hundred two and ond thousand two hundred three) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.
Back filling behind retaining wall/breast wall complete as per dawings & technical specification, including carriage of materials with in all leads & lifts as per direction / satisfaction of the Engineer-in-charge.
Providing weepholes in brick masonry/stone masonry/plain reinforced concrete abutment wing wall return wall with 100 mm dia PVC pipe extending through the full with 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, with in all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge
Steel work welded in built up sections including in Hollow sections trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint In gratings framed guard bars, ladders, railling, brackets and similar works,including carriage of material within all leads and lifts as per direction of Engineer-in-charge.
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