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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance R O SUBHAN COTTAGE HIMGIRI COLONY DHALLI SHIMLA 12 H P | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance VILLAGE P O HARIPUR SANDHOLI TEHSIL BADDI DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | Admitted-Finance |
| 5 | Admitted-Finance 126 RAJ KUMAR SANGAT SINGH NAGAR ADARSH NAGAR JALANDHAR JALANDHAR PUNJAB 144008 | JALANDHAR | PUNJAB | 144008 | Admitted-Finance |
Tender Value
₹6.5 L
EMD Value
₹13,000
Closing Date
24 Jun 2020, 5:00 pmClosed
EE Nalagarh
Executive Engineer
SH C O 600 mm dia RCC Hume pipe culvert at Rd 0 615 0 860 and 1 010 and P L WBM Grade I K M 1 600 to 2 100 and WBM Grade II k m 1 100 to 2 100 Under MNP
2020_PWD_38007_27
No.PW-NLD-EA-I-Tender Publication/2019-20-2976-82
Open Tender
Civil Works - Roads
Item Rate
90 days
Nalagarh
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
EE Nalagarh
₹13,000
Yes
28 Jul 2020
11 Jun 2020
25 Jun 2020
11 Jun 2020
24 Jun 2020
11 Jun 2020
Amount
Earth work in excavation for foundation of structure up to 3 mtr. depth as per drawing and technical specification clause 1104 including setting out, construction souring and dressing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials rate as per item No. 9.1 within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.
Providing concrete 1;4;8 and curing complete including form work. as per drawing and technical specification clause 802,803.1202&1203within all lead and lift as per direction of Engineer-in-Charge.
Plain cement concrete M-10 (136 nominal size) in leveling course below open foundation of head walls as per drawing and technical specification clause 1109 (Rate as per item No. 11’ within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.
Providing and laying reinforcement cement concrete pipe NP-2 600 mm dia for culverts on first class bending of granular materials in signal rough including fixing collars with cement motar 1:2 but excluding excavation protection work back filling concrete and masonary work in head walls and parapets clause 1108 C-600 mm dia. rate as per item No. 11.4 (ii)within all lead and lift as per direction of Engineer-in-Charge
Providing weep holes in brick masonary, plain reinforcement cement concrete abutments, wing walls, return wall with 100 mm dia PVC pipe extending through the full width of structure with slope of 1(v) : 20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7. within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.
Providing and filling filter media with granular crushed aggregate as per specification to thickness of not less than 6oo mm with smaller size toward the soil and bigger size toward the wall and providing over the entire surface behind abutment, wing wall return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8. within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.
Construction of embankment with material from borrow pits with lift up 1.5 mtr and transporting to site spreading to grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with in lead of 1000 mtr . Chapter 3.4. clause 301.5. . as per direction of Engineer-in-charge, including loading un-loading and carriage by all means with in all leads and lifts and as per entire satisfaction of Engineer-in-charge.
W.B.M. Grade – I Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including 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 stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading- I as per Technical specification Clause 405. (90 to 45 mm size.) as per directions of Engineer-in-charge including loading, unloading and carriage by all means in all leads and lifts and as per entire satisfaction of Engineer-in-charge.
i) W.B.M. Grade –I1 Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including 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/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading- I as per Technical specification Clause 405 (63 to 45 mm) Chapter 4.7 (2-A ) as per directions of Engineer-in-charge including loading, unloading and carriage by all means in all leads and lifts and as per entire satisfaction of Engineer-in-charge.
raj kumar
ASHISH THAKUR
Gurmeet Singh
Rafia khan
rehana
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