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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 Cr+₹4.5 L (1.91%)Admitted-Finance | ₹2.4 Cr+₹4.5 L (1.91%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 Cr+₹4.5 L (1.91%)Admitted-Finance KHANDAY PLANT NH 44 NIPORA DISTRICT ANANTNAG JAMMU KASHMIR UT INDIA 192102 PH NO 91 7006355099 | ₹2.4 Cr+₹4.5 L (1.91%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | KHANDAY INFRASTRUCTURE PVT LTD L3 | M/S DUWA CONSTRUCTIONS L1 | MOHAMMAD AYOUB NAIK L2 |
|---|---|---|---|---|---|---|
| 1.00PART - "A" SUB STRUCTURE. | ||||||
| 1.01 | Earth work in excavation by mechanical means in foundation trenches, including dressing of sides and ramming of bottom and all leads, lifts including getting out excavated soil and disposal of surplus soil as directed complete. (All Kinds of soil).Diverting of Nallah and dewatering of foundation trenches during the execution of work etc complete. | 7,550 | Cum | 80 ₹6,04,000 Lowest | 139 ₹10,49,450 | 130 ₹9,81,500 |
| 1.02 | Removing loose soil and replacing it by boulders / granular material to achieve desired foundation depth including cost and carriage of all materials involved complete job. | 75 | Cum | 100 ₹7,500 Lowest | 400 ₹30,000 | 414.67 ₹31,100 |
| 1.03 | Providing and laying plain cement concrete of M7.5 grade as mud mat below foundation, approach slabs laid in panels, consolidated, finished asdirected and cured complete. Incl. All carriages complete. | 25 | Cum | 2,200 ₹55,000 Lowest | 3,500 ₹87,500 | 3,900 ₹97,500 |
| 1.04 | Providing and laying of Controlled cement concrete of M25 grade using 40mm down aggregate in abutment,Pier Shaft and return walls consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement.incuding all carriages involved complete | 870 | Cum | 7,000 ₹60,90,000 Lowest | 8,000 ₹69,60,000 | 7,700 ₹66,99,000 |
| 1.05 | Providing and laying of Controlled cement concrete of M40 grade using 20mm down aggregate in Pier and abutment Pedestals, consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement including all carriages complete. | 2 | Cum | 7,200 ₹14,400 | 4,900 ₹9,800 Lowest | 9,000 ₹18,000 |
| 1.06 | Reinforcing steel:Providing and fixing in position HYSD reinforcement of grade Fe-500D including fabrication, laying and binding with 18gauge annealed steel wire, in foundations, abutments, pier, caps, pedestals, return walls, dirt walls,approach slabs etc including all carriages complete | 87 | MT's | 72,000 ₹62,64,000 | 57,600 ₹50,11,200 Lowest | 69,000 ₹60,03,000 |
| 1.07 | Back filling and compaction layers after completion of raft to form embankment slope etc complete as per directions of Engineer Incharge at site. | 1,080 | Cum | 200 ₹2,16,000 | 200 ₹2,16,000 | 130 ₹1,40,400 Lowest |
| 1.08 | Providing and fixing in position of weep holes in abutment walls with 100mm dia P V C pipes cut to length and profile as required to be installed in concrete and other incidentals complete. | 200 | No's | 250 ₹50,000 | 30 ₹6,000 Lowest | 150 ₹30,000 |
| 1.09 | Providing and fixing exposed quality shuttering in abutment / Pier walls, abutment / Pier caps and dirt walls complete in all respects. | 1,200 | Sqm | 250 ₹3,00,000 Lowest | 250 ₹3,00,000 Lowest | 300 ₹3,60,000 |
Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
15 Dec 2020, 4:00 pmClosed
Executive Engineer
RnB Division Qazigund
Construction of 1x30m Additional Span Steel Girder Bridge in Km 2nd of Nowbugh Urill Thatoo Road at Kraloo (Carriageway 5.5m)
2020_PWDJK_110317_1
NIT No. 86/RnB/Qzd/2020-21/5795-5810 DT 26-11-20
Open Tender
Civil Works
Item Rate
365 days
Nowbugh
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,500
Executive Engineer (RnB) Div. Qazigund
₹6.0 L
Office of the S.E RnB Circle Ang-Kul
2 Feb 2021
30 Nov 2020
16 Dec 2020
1 Dec 2020
15 Dec 2020
4 Dec 2020
3 Dec 2020
Amount
PART - "A" SUB STRUCTURE.
Earth work in excavation by mechanical means in foundation trenches, including dressing of sides and ramming of bottom and all leads, lifts including getting out excavated soil and disposal of surplus soil as directed complete. (All Kinds of soil).Diverting of Nallah and dewatering of foundation trenches during the execution of work etc complete.
Removing loose soil and replacing it by boulders / granular material to achieve desired foundation depth including cost and carriage of all materials involved complete job.
Providing and laying plain cement concrete of M7.5 grade as mud mat below foundation, approach slabs laid in panels, consolidated, finished asdirected and cured complete. Incl. All carriages complete.
Providing and laying of Controlled cement concrete of M25 grade using 40mm down aggregate in abutment,Pier Shaft and return walls consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement.incuding all carriages involved complete
Providing and laying of Controlled cement concrete of M40 grade using 20mm down aggregate in Pier and abutment Pedestals, consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement including all carriages complete.
Reinforcing steel:Providing and fixing in position HYSD reinforcement of grade Fe-500D including fabrication, laying and binding with 18gauge annealed steel wire, in foundations, abutments, pier, caps, pedestals, return walls, dirt walls,approach slabs etc including all carriages complete
Back filling and compaction layers after completion of raft to form embankment slope etc complete as per directions of Engineer Incharge at site.
Providing and fixing in position of weep holes in abutment walls with 100mm dia P V C pipes cut to length and profile as required to be installed in concrete and other incidentals complete.
Providing and fixing exposed quality shuttering in abutment / Pier walls, abutment / Pier caps and dirt walls complete in all respects.
Site clearence incl. dismantlling of existing damaged bridge and removal of mulba from site as directed by Engineer-in-charge
PART - "B" SUPER STRUCTURE
Providing and fixing of POT-PTFE Bearings complete job.
Providing and fixing of Elastomeric Bearings complete job.
Steel Girders, Deck Slab etc.Structural Steel Providing and fixing structural steel of grade-250 in Steel Plate girders, cross beams stringers, and bracing etc., as per structural details complete including welding.including all carriages complete.
Providing and laying of controlled cement concrete of M-30 Grade using 3 Steel Girders, Deck Slab etc. Structural Steel Providing and fixing structural steel of grade-250 in Steel Plate girders, cross beams stringers, and bracing etc.including all carriages complete
Reinforcing Steel Providing and fixing in position HYSD reinforcement of grade Fe-500 including fabrication, laying and binding with 18 gauge annealed steel wire, in Deck Slab and wheel guard/Kerbs.including all carriages complete
Supply and Applying two coats of superior paint/primer to all exposed surfaces of structural steel complete as per directions of Engineer Incharege at site.
Providing and fixing exposed quality shuttering in Deck slab, wheel guards etc.
Providing and laying of semi dense wearing coat of compacted 60mm Avg. thickness in carriage way of bridge up to 3.5m approach slab on each side complete as per specifications
Providing and fixing in position expansion joints complete with U-strip made from 24 gauge copper strip. MS angles with welded anchors and MS top plate bolts/nuts etc. complete as per MOST standard drawing.
Providing and filling of approved quality bitumen mastic sealant in expansion joints wherever necessary, prepared and applied as directed Including all incidental work complete.
Providing and fixing in position of rain water collection boxes with pipe outlets (RWCB Type 2) partly in MS sections and cast iron complete as per details (MS angle frame with anchors to be cast in position along with deck slab for seating and fixing of RWCB)
Providing and fixing railing with steel railing post and class-B G.I. Pipes including aligning and fixing with posts of requried size as directed by Engineer Incharge at site.
MOHAMMAD AYOUB NAIK
KHANDAY INFRASTRUCTURE PVT LTD
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