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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.4 LAccepted-AOC | L1 | Accepted-AOC Award to lowest bidder | |
| 2 | L2₹18.6 L+₹3,617.88 (0.19%)Rejected-Finance | L2 | Rejected-Finance Second lowest bidder |
Tender Value
Refer Docs
EMD Value
₹26,700
Closing Date
9 Mar 2021, 5:00 pmClosed
Executive Engineer
HPSIDC Ltd. Shimla
SRMO Industrial road and road side drain (Metalling and tarring at Ind. Area Ratti Distt. Mandi (HP).
2021_SIDC_44487_1
Job No. 14
Open Tender
Civil Works - Roads
Item Rate
180 days
Ratti (Mandi)
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,400
₹26,700
28 Jul 2021
17 Feb 2021
10 Mar 2021
17 Feb 2021
9 Mar 2021
17 Feb 2021
Amount
Providing and laying spreading and compacting stone aggregate of specific sizes of water bound Macadam specification i/c 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 crushable Screening to fill-up the interstices of coarse aggregate watering and compacting to the required Density Grading -1 as per Technical Specification
Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular Base i/c cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/ sqm using Mechanical means as per Technical Specification .
P/L bituminous macadam with hot mix plant using crushed agg. Of grading as per Table 500.4 premixed with bituminous binder transport to site up to a load of 1000m laid over a preously prepared surface with paver finished to the required grade level and achieve the desired compaction as per Tachnical Specification
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion pressure distributor At the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces ( cement concrete Pavement) cleaned with Hydraulic broom as per Technical Specification.
Providing laying and rolling of open graded premix carpet of 20mm compacted thickness, composed of Type-B 13.2mm to 5.6mm aggregate at rate of 0.27 cum,mixed with bitumen MS cold at the rate 2.15kg per sqm of road surface to required line grade and level to serve as wearing course on a previously preapred base, i/c mixing and heating binder and aggregate in cold mix plant 30/40 tonne per hour capacity, transporting mixed material with tipper and laying manually to the required grade and camber and rolling with a three wheel 80-100 KN static road roller, finished to reuired level and grades to be followed by a seal coat as per MORD technical specifications clause 508.
Providing and laying seal coat sealing the voides in a bituminous surface laid to the specified levele and Cross fall using type A type-B type-C as per technical specification clause 510 by manual means & 6.80kg 10m2 type-A -S-90.
Cleaning jungle i/c uprooting of rank vegetation grass brush wood trees and sapling girth to 30cm measured at height of 1.00 mtr
Excavation in foundation, trenches etc. in earth work in all kind of soil Stacking the excavated soil not more than 3 mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed upto all leads and lifts.
Providing and laying cement concrete 1:6:12 (1cement:6sand:12graded stone agregate 40mm nominal size ) and curring complete excluding cost of form work in foundation and plinth.
Providing & laying cement concrete work 1:3:6(1cement: 3sand: 6graded stone aggregate 20mm nominal size) and curing complete including cost of form work and reinforcement for reinforced concrete work in all hight.
P/F road stud 100x100mm dia cast in aluminium resistant to corrosive effect of salt and grit,fitted with lens reflectors ,installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600mm and bedded in suitable bituminous grout or epox mortar all as per BS:873 (part 4)1973
Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agregate 40mm nominal size) and curring complete excluding cost of form work in foundation and plinth.
Square rubble masonary coursed with hard stone of approved quality in superstructure in CM 1:4 (1 cement:4 sand)
Pointing on square rubble coursed or uncoursed stone masonary with cement mortar 1:3 (1 cement:3 sand)
Steel work welded in built up sections, trusses and framed work, i/c cutting, hosting, fixing in position and appling a priming coat of red lead paint:- (a) In gratings framed guard bars ladders railing and similar works
Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zink coated sheet With top coat of regular modified polyster(RNP)organic coating of 20 microns over 5microne primer coating to Back coat of polyster of 5 microns over 5 microne primer coating i/c fixing with prepainted iron J or L hooks,bolts And nuts 6mm dia meters with prepainted limpet and rubber washer complete with all assesories as required as Per the direction of Engineer in charge.
Providing and fixing M.S. B.P sheet 1.66mm to 2mm thick in eaves board/facia/soffits/ceiling i/c cutting fixing & welding to steel roof members & appling a coat of red lead primer complete as per the instruction of Engineer incharge.( base mambers of steel work shall be measured & paid sepertely.
Painting two coat (excluding priming coat) on new steel and steel based surfaces with readymixd paint brushing to give an even shade including cleaning of all dirt, dust and other foresign matter. Enamal other than white.
Writing letters or figures on any surface with white ready mixed paint block/roman/italic/indian(stops,comas,hyphens and the like to be measured and paid separately
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