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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹5.5 LAccepted-AOC | ₹5.5 L | l1 | Accepted-AOC l1 |
| 2 | l2₹6.0 LRejected-Finance | ₹6.0 L | l2 | Rejected-Finance l2 |
| 3 | l3₹6.0 LRejected-Finance DADRI BRANCH POST OFFICE DADRI MEERUT | ₹6.0 L | l3 | Rejected-Finance l3 |
| 4 | l4₹6.3 LRejected-Finance | ₹6.3 L | l4 | Rejected-Finance l5 |
| 5 | l5₹6.3 LRejected-Finance | ₹6.3 L | l5 | Rejected-Finance l5 |
Tender Value
Refer Docs
EMD Value
₹90,000
Closing Date
18 Mar 2026, 12:00 pmClosed
EE CD PWD MEERUT
EE CD PWD MEERUT
New construction work of the road from Nangli ordinary road to Nangli Ajjad temple
2026_CEMRT_1123879_3
349/3A DT 17-02-2026
Open Tender
Civil Works
180 days
EE CD PWD MEERUT
ABCD
3 documents required · 3 mandatory
₹944
₹90,000
EE CD PWD MEERUT
18 Apr 2026
12 Mar 2026
18 Mar 2026
12 Mar 2026
18 Mar 2026
12 Mar 2026
12 Mar 2026
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 roller to achieve the desired density, as per MORD specification 401
Providing laying and Spreadind Material on a prepared sub base adding cement @4% by weight to the spreade materials manually mixing in place with rotavatorand compecting with the road Roller @ OMC to achivethe Desired Unconfined Compressive Strength and to form a layer of base
Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503
Providing and laying and rolling of open graded premix carpet by Manual Means of 20 mm thickness composed of 13.2 mm to 5.6 mm agregates using V.G.-10 grade bitumen bitumen to required line grade and level to serve as wearing course on previously prepared base by manual MORD specifications 508 (excluding cost of labour cess & GST)
Providing and laying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per Technical Specification Clause 510 (excluding cost of labour cess & GST)
Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m transporting to site grading to required slope and compecting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause 301.5
Excavation for roadwork in soil using manual means for carrying of earth to embankment site with a lift upto 1.5 m and lead upto 50m as per technical specification clause 302.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Laying of hume pipe in position ( Labor only) including labour and T & P etc. required for completion of the work. ( SI No. 10.27)
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 L/S
Cost of 350mm dia NP-3 Class hume pipe.
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