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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹12.8 L+₹31,785 (2.55%)Rejected-Finance | L2 | Rejected-Finance Being not lowest | |
| 3 | L3₹13.6 L+₹1.2 L (9.49%)Rejected-Finance 2 B KRISHNA NAGAR AMBALA CANTT | AMBALA | HARYANA | 133001 | L3 | Rejected-Finance Being not lowest | |
| 4 | L4₹15.3 L+₹2.8 L (22.9%)Rejected-Finance 2 B KRISHNA NAGAR AMBALA CANTT | AMBALA | HARYANA | 133001 | L4 | Rejected-Finance Being not lowest | |
| 5 | L5₹15.6 L+₹3.1 L (24.9%)Rejected-Finance | L5 | Rejected-Finance Being not lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
26 Jun 2025, 6:00 pmClosed
Maj Akansh Joshi
AGE (I) Dappar
REPAIR TO KERB STONE INTERLOCKING TILES AND OTHER CONNECTED WORKS DAPPAR UNDER AGE(I) DAPPAR
2025_MES_711549_1
AGE (I)/DPR/T-04/2025-26
Open Tender
Civil Works
Item Rate
180 days
AGE (I) Dappar
As per tender documents
7 documents required · 7 mandatory
₹500
AGE(I) Dappar
₹50,000
Yes
29 Jul 2025
30 May 2025
28 Jun 2025
30 May 2025
26 Jun 2025
14 Jun 2025
Amount
BOQ (REPAIR TO KERB STONE, INTERLOCKING TILES AND OTHER CONNECTED WORKS DAPPAR UNDER AGE(I) DAPPAR.)
Dismantling of brick work or stone / boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, in any description including cleaning and stacking serviceable brick for re use and balance removing rubbish from the site complete all as specified and as directed by Engineer-in-charge.
Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.
Material and labour for brick work (old serviceable bricks obtained from dismantled item shall be reused ) straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.
Taking down cement or cement lime plaster from brick wall etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.
Material and labour for rendering 15mm thick in cement mortar (1:4) on otherthan fair faces of Brick walls or concrete surfaces, including mixing of liquid WPC in mortar @ as per manufacturer instruction per bag of cement of 50kg, finished even and smooth without using extra cement, complete all as specified and as directed by the Engineer-in-Charge. (Note :- WPC shall be measured & paid separately as Supply only)
Supply only liquid water proofing compound complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for preparing new plastered surfaces of walls and applying two coats of cement base paint over one coat of chalk whiting on plastered surfaces, complete all as specified and directed.
Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position including removing rubbish material from building and thrown in low lying empty area from the site, complete all as specified and as directed by Engineer-in-Charge
Material and labour for 100mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base, complete all as specified and as directed by Engineer-in-charge.
Material and labour for Chequered cement concrete tiles 20cm x 20cm x 25mm thick With grey pigment cement and pigments, set, jointed and pointed in neat cement slurry in floors over 20mm thick screed bed in cement mortar 1:6, complete all as specified and as directed by Engineer-in-charge.
Material and labour for 100mm thick PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) laid in alternate panel in floorings including finishing the surface even and smooth without using extra cement, complete all as specified and directed.
Material and labour for 100mm thick PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in sub base flooring/hard standing, complete all as specified and directed.
Forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ for 100mm thick concrete slab, complete all as specified and directed.
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and as directed by Engineer-in-charge.
Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge.
Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed.
Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as specified and as directed by Engineer-in-charge.
Preparation of new or previously Untreated concrete surfaces of any description over 10cm girth or width, not otherwise described and applying two coats of Synthetic enamel paint (ordinary tint), complete all as specified and as directed by Engineer-in-charge.
Preparation of old painted concrete surfaces of any description over 10cm girth or width, not otherwise described and applying one coat of Synthetic enamel paint (ordinary tint), complete all as specified and as directed by Engineer-in-charge.
Contract Amount shall be derived after affecting the amount of Schedule of Credit in General Summary on serial page No 18 of tender documents.
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