Construction Of Aibra Road To Signpura Link Road
Tender Overview
Project Description
Construction Of Aibra Road To Signpura Link Road
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-Mar-2022 | 2173/44c-jhscir/2021, date 25.03.2022 | Date | 22-Apr-2022 |
| 2 | 22-Apr-2022 | 2879/44c-jhscir/22, date 22.04.2022 | Date | 30-Apr-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 2 | Construction of sub-grade and earthen shoulders with approved material obtained from roadway cutting with a lifts upto 1.5 m & leads upto 100 m, spreading, grading to required slope and compacted to meet requirement of table No. 300.2 with lead up to 100 mtr as per technical specification class 303.1 including stablization with 2% stated line including is mixing with rotavator complete two layar |
| 3 | 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 rollerto achieve the desired density complete as per technical specification Clause 401. |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes of 45-63 mm to water bound macadam Grading 2 specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill (Type B) up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per TechnicalSpecification Clause 405. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes of 22.4-53 mm to water bound macadam Grading 3 specification in pot holes & damaged edges of road. including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill (Type B) up the interstices of coarse aggregate, watering and compacting to the required density as per TechnicalSpecification Clause 405. |
| 6 | Providing and applying primer coat with bitumen Emulsion S.S. on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 7 | Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 8 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates usingVG-10grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a sutaible plant/mixol, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required leveland grades to be followed by seal coat of Type C as per Technical Sepecification Clause 508. |
| 9 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType Cas per Technical Specification Clause 510 |
| 10 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (for Patri) |
| 11 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material. |
| 12 | Sand fillingin plinth including supply of necessaryquantityof sand approved quarryfromthe site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work.S.I. No- 255 |
| 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clauses 802,803,1202 & 1203 (P.C.C gauge M-10) |
| 14 | Brick masonary work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600,1200 & 1203 (Brick masonry in 1:4 cement mortar) |
| 15 | Plastering with cement mortar (1:4) mm thick on brick work in substructure as per techinical specification clauses 613.4 & 1204 |
| 16 | Supply & Laying ofHume pipe S & SType in positionwith cement and sandmortarin 1:2 withsunincluding labour and T & P etc. required for proper completion of work as per direction ofby the Engineer-in-chargeN.P-3-Type(a) 1000 mm dia |
| 17 | Supply & Laying ofHume pipe S & SType in positionwith cement and sandmortarin 1:2 withsunincluding labour and T & P etc. required for proper completion of work as per direction ofby the Engineer-in-chargeN.P-3-Type(a) 600 mm dia |
| 18 | Supply & Laying ofHume pipe S & SType in positionwith cement and sandmortarin 1:2 withsunincluding labour and T & P etc. required for proper completion of work as per direction ofby the Engineer-in-charge (Labour rate only) N.P-3-Type(a) 350 mm dia |
| 19 | Supply & fixing Km. Stone and theire pinting & Lerter writing etc. complete. |
| 20 | Supply & fixing Hectometere Stone and theire pinting & Lerter writing etc. complete. |
| 21 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing(Informatary / Caution /Village Name Sign Board) |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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