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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Responsive |
| 2 | Accepted-Technical | Accepted-Technical Technically Responsive |
| 3 | Accepted-Technical | Accepted-Technical Technically Responsive |
| 4 | Rejected-Technical | Rejected-Technical Technically non Responsive |
Tender Value
₹17.8 Cr
EMD Value
₹35.6 L
Closing Date
10 Apr 2023, 3:00 pmClosed
Chief Engineer, PWD Roads, Shillong
Chief Engineer, PWD Roads, Shillong
Upgradation and development of including metalling, black topping and re-construction of slided portion of approach road to Borsora (Length - 6.40 Kms) (under Scheme for Special Assistance to States for Capital Investment for 2022-23).
2023_NHShi_1389_1
PW/TB/BR/4/2023/3
Open Tender
Civil Works
Item Rate
730 days
Borsora
Please refer Tender documents.
3 documents required · 3 mandatory
₹17,000
Chief Engineer, PWD Roads, Shillong
₹35.6 L
25 Jul 2023
22 Mar 2023
11 Apr 2023
22 Mar 2023
10 Apr 2023
22 Mar 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1(i) Site clearance. (ii) Earthwork. (iii) Sub base and base courses. (iv) Bituminous courses. (v) Construction of Hume Pipe culverts. (vi) Drainage works. (vii) Traffic signs, markings, safety devices and road appurtenances. (As per Schedule of Rates for Road and Bridge Works under PWD (Roads) National Highway Circle, Meghalaya, Shillong for the year 2019-20) (Eighth Revision). | |||||
| 2Geo cell Protection work | |||||
| 2.01 | Back Filling behind Geocell facia Sand filling in foundation trenches as per drawing & technical specification | - | cum | - | - |
| 2.02 | Geo-cell Depth 150mm
Providing & laying HDPE Geocell having density grater than 0.935 g/cm3 with a multitude rhombodial indentations, textured & perforated with horizontal rows of maximum 1 Omm dla holes, Performations within each row shall be 19mm on center. The quantity of perforations shall remove +/- 17% of cell wall area having 150mm cell depth with minimum sheet thickness of 1.20 mm & having yield strength of 18 kN/m as per specifications including cost of material,T&P, labour scaffolding etc. to complete the job as per drawing & direction of Engineer-In-Charge | - | sqm | - | - |
| 2.03 | High Strength flexible GeoGrid for Soil Reinforcement/ Basal reinforcement. Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement I basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celsius correspond- ing to 12 % strain & Ultimate tensile strength- (a). Ultimate tensile strength- 100 kN/m | - | sqm | - | - |
| 2.04 | (b) Ultimate tensile strength- 200 kN/m | - | sqm | - | - |
| 2.05 | (c) Ultimate tensile strength- 300 kN/m | - | sqm | - | - |
| 2.06 | Supply and laying of TerrainMat™ (Coir Mat) made with fully biodegradable coir fibers reinforce with fine polypropylene netting securely stitched (450 GSM), with all accessories as per MoRT&H standards. | - | sqm | - | - |
| 2.07 | Providing perforated pipe with 75 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H for drainage Complete as per drawing and Technical Specifications | - | Nos | - | - |
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