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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.1 LAdmitted-Finance D 5 1 RANA PRATAP BAGH DELHI 110007 | NORTH | DELHI | 110007 | L1 | Admitted-Finance | |
| 2 | L2₹37.6 L+₹1.5 L (4.17%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹46.0 L+₹10.0 L (27.6%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Parveen Kumar Contractor L2 | AKSHIT BUILDERS L1 | THE MAHANDIPUR BALAJI COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00Description and specification of items of work to be executed (complete work) | ||||||
| 1.01 | Item no (1) Removal and disposal of malba of collapsed wall, debris by mechanical transportation away from monument at approved municipal dumping ground. | 203.82 | Cum | 200 ₹40,764 Lowest | 200 ₹40,764 Lowest | 223 ₹45,451.86 |
| 1.02 | Item no (2). Demolishing stone rubble masonry manually/including stacking of serviceable material and disposal of unserviceable material by mechanical transportation away from monument at approved municipal dumping ground. | 237.91 | Cum | 550 ₹1,30,850.5 | 500 ₹1,18,955 Lowest | 973 ₹2,31,486.43 |
| 1.03 | Item no (3). Provision for taking out of old damaged/ decayed lime plaster very carefully from wall and roof with tools and chisels disposal of unserviceable material by mechanical transportation away from monument at approved municipal dumping ground. | 780.46 | Sqm | 50 ₹39,023 Lowest | 50 ₹39,023 Lowest | 64 ₹49,949.44 |
| 1.04 | Item No(4) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth by mechanical transportation away from monument at approved municipal dumping ground. | 82.8 | Cum | 200 ₹16,560 | 150 ₹12,420 Lowest | 210 ₹17,388 |
| 1.05 | Item No (5) Provision for laying cement concrete in foundation of wall, Pathway & coping in the ratio of 1:2:4 (1 cement, 2 c. sand, 4 graded stone agg. 40mm nominal size) with proper camber, compacting, curing complete | 74.3 | Cum | 5,500 ₹4,08,650 Lowest | 6,000 ₹4,45,800 | 7,371 ₹5,47,665.3 |
| 1.06 | Item No (6) Provision for R.R. Stone masonry in lime mortar 1:1:1 (1 un lime, 1 surkhi 1 c. sand) curing etc. complete. Including scaffolding charges. | 571.16 | Cum | 4,200 ₹23,98,872 | 3,800 ₹21,70,408 Lowest | 5,029 ₹28,72,363.64 |
| 1.07 | Item No (7) Provision for applying lime pointing in composite mortar 1:1:1 mixed with colour adhesive material (1 lime 1 surkhi 1 sand) and matching with the adjacent structure, curing complete including scaffolding changes. | 1,142.78 | Sqm | 190 ₹2,17,128.2 | 180 ₹2,05,700.4 Lowest | 202 ₹2,30,841.56 |
| 1.08 | Item no (8) Provision for providing and applying 20mm+20mm thick lime plaster in 2 layer in composite mortar (1:2 ) 1 lime, 2 c. sand curing etc. complete. Including scaffolding charges. | 816.61 | Sqm | 525 ₹4,28,720.25 Lowest | 600 ₹4,89,966 | 630 ₹5,14,464.3 |
| 1.09 | Item No (9) Providing and fixing M.S gate panel 0.50 m length and 1.70m height having M.S angle iron frame size (50x50x6)mm with 16mm sq bars 10cm c/c. | 3.4 | Sqm | 5,500 ₹18,700 Lowest | 6,000 ₹20,400 | 7,198 ₹24,473.2 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
28 Jul 2022, 3:00 pmClosed
SA, ASI, CHANDIGARH
SA, ASI, CHANDIGARH CIRCLE, CHANDIGARH
FOR THE SPECIAL REPAIRS AND CONSERVATION OF PANCHKUIA TALAB (SMALL ANCIENT WATER TANK) AND DAMAGED WALL AT JAL MAHA, NARNAUL, MAHENDERGARH, HARYANA (COMPETE WORK)
2022_ASI_700467_1
3/14/MW-2022/CHD
Open Tender
Civil Works
Works
NARNAUL, MAHINDERGARH
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Yes
GM ASI
₹1.1 L
Yes
1 Aug 2022
13 Jul 2022
29 Jul 2022
13 Jul 2022
28 Jul 2022
13 Jul 2022
Amount
Description and specification of items of work to be executed (complete work)
Item no (1) Removal and disposal of malba of collapsed wall, debris by mechanical transportation away from monument at approved municipal dumping ground.
Item no (2). Demolishing stone rubble masonry manually/including stacking of serviceable material and disposal of unserviceable material by mechanical transportation away from monument at approved municipal dumping ground.
Item no (3). Provision for taking out of old damaged/ decayed lime plaster very carefully from wall and roof with tools and chisels disposal of unserviceable material by mechanical transportation away from monument at approved municipal dumping ground.
Item No(4) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth by mechanical transportation away from monument at approved municipal dumping ground.
Item No (5) Provision for laying cement concrete in foundation of wall, Pathway & coping in the ratio of 1:2:4 (1 cement, 2 c. sand, 4 graded stone agg. 40mm nominal size) with proper camber, compacting, curing complete
Item No (6) Provision for R.R. Stone masonry in lime mortar 1:1:1 (1 un lime, 1 surkhi 1 c. sand) curing etc. complete. Including scaffolding charges.
Item No (7) Provision for applying lime pointing in composite mortar 1:1:1 mixed with colour adhesive material (1 lime 1 surkhi 1 sand) and matching with the adjacent structure, curing complete including scaffolding changes.
Item no (8) Provision for providing and applying 20mm+20mm thick lime plaster in 2 layer in composite mortar (1:2 ) 1 lime, 2 c. sand curing etc. complete. Including scaffolding charges.
Item No (9) Providing and fixing M.S gate panel 0.50 m length and 1.70m height having M.S angle iron frame size (50x50x6)mm with 16mm sq bars 10cm c/c.
Item no (10) Providing and fixing M.S grill panel 1.80m length 1.35m height having M.S angle iron frame size (50x50x6)mm with 16mm sq bars 10cm c/c. Detail of 1.80 x1.35=2.43sqm Material Required MS Angle 2x1.80=3.6 Rmt MS angle=2x1.65=3.3 Rmt Total =6.9 Rmt M.S Angle (50X50X6)6.9 [email protected]/kg=31.05 kg M.S Flat (50x6)mm=1.80 rmt @ 2.36/ kg =4.24 kg M.S Square Bar 16 mm (1x18x1.35)=24.3 Rmt @ 1.58 / kg =38.39 kg Weight = 73.68 kg Wastage 5 % =3.68 kg Total Weight =77.36 Kg
Item No (11) Provision for Applying synthetic enamel Paint two or more coat to an even shade of approved brand including one coat of primer.
Item No (12) Providing and fixing MS cage having MS angle 50x50x6 and MS flat 50 x6mm DETAIL COST 3.20X3.20=10.24SQM MS ANGLE 50X50X6MM = 3.20X8No.=25.60 i.e 25.60m x 4.5kg/m= 115.20 kg MS FLAT 50X6MM = 3.20X 32 No. = 102.40 i.e 102.40 x 2.36 kg/m = 241.66 kg Total weight = 115.20 +241.66 = 356.86 kg
Parveen Kumar Contractor
THE MAHANDIPUR BALAJI COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED
Bidder Name
Parveen Kumar Contractor
AKSHIT BUILDERS
THE MAHANDIPUR BALAJI COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED
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