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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-Finance | L1 | Accepted-Finance Being the lowest quoted bidder | |
| 2 | L2₹7.8 L+₹28,747.81 (3.85%)Accepted-Finance | L2 | Accepted-Finance Being the 4th highest quoted bidder | |
| 3 | L3₹8.7 L+₹1.3 L (17.0%)Accepted-Finance SHADIPUR NEAR CORPORATIVE BANK SHADIPUR SOUTH ANDAMAN ANDAMAN NICOBAR 744106 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744106 | L3 | Accepted-Finance Being the 3rd Highest bidder | |
| 4 | L4₹9.0 L+₹1.6 L (21.2%)Accepted-Finance | L4 | Accepted-Finance Being the 2nd highest bidder | |
| 5 | L5₹9.5 L+₹2.1 L (27.5%)Accepted-Finance | L5 | Accepted-Finance Being the highest bidder |
| Sl No | Description | Qty | Unit | M/S SUNDARAM CONSTRUCTION L5 | M/S A N KUMAR L1 | M/S TRIPATHI AND BROTHERS L3 | K BHUMINATHAN L4 | NITU CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge
a)Nominal concrete 1:3:6 or richer mix (including equivalent design mix). | 3.85 | Cum | 3,500 ₹13,475 | 1,800 ₹6,930 | 3,500 ₹13,475 | 3,000 ₹11,550 | 50 ₹192.5 Lowest |
| 2.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
a)All kinds of soil | 21.89 | Cum | 600 ₹13,134 | 350 ₹7,661.5 | 500 ₹10,945 | 400 ₹8,756 | 50 ₹1,094.5 Lowest |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a)All kinds of soil. | 28.55 | Cum | 650 ₹18,557.5 | 220 ₹6,281 | 550 ₹15,702.5 | 420 ₹11,991 | 50 ₹1,427.5 Lowest |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for
a)Foundations, footings, bases of columns, etc. for mass
concrete | 18.6 | Sqm | 550 ₹10,230 | 370 ₹6,882 | 550 ₹10,230 | 300 ₹5,580 | 50 ₹930 Lowest |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for
a)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 157.63 | Sqm | 750 ₹1,18,224 | 370 ₹58,323.84 | 700 ₹1,10,342.4 | 1,000 ₹1,57,632 | 50 ₹7,881.6 Lowest |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a)1:2:4 (1 cement : 2 coarse sand (zone-III) derived from
natural sources : 4 graded stone aggregate 20 mm nominal
size derived from natural sources) | 20.91 | Cum | 11,500 ₹2,40,522.5 | 10,600 ₹2,21,699 Lowest | 11,500 ₹2,40,522.5 | 11,500 ₹2,40,522.5 | 14,500 ₹3,03,267.5 |
| 7.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
a)1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 30.53 | Cum | 13,500 ₹4,12,114.5 | 10,600 ₹3,23,586.2 Lowest | 12,500 ₹3,81,587.5 | 11,700 ₹3,57,165.9 | 14,500 ₹4,42,641.5 |
| 8.00 | Extra for making chequers of approved pattern on cement concrete floors, steps, landings, pavements etc. | 85.6 | Sqm | 120 ₹10,272 | 50 ₹4,280 | 100 ₹8,560 | 90 ₹7,704 | 10 ₹856 Lowest |
| 9.00 | 12 mm cement plaster of mix :
a)1:4 (1 cement: 4 fine sand) | 94.09 | Sqm | 600 ₹56,455.8 | 635 ₹59,749.06 | 500 ₹47,046.5 | 600 ₹56,455.8 | 100 ₹9,409.3 Lowest |
| 10.00 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening
compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | 39.6 | Sqm | 1,500 ₹59,400 | 1,300 ₹51,480 | 900 ₹35,640 | 1,200 ₹47,520 | 200 ₹7,920 Lowest |
Tender Value
₹10.2 L
EMD Value
₹20,480
Closing Date
10 Dec 2025, 3:00 pmClosed
EE-II works SVPMC
EE-II works SVPMC
Construction of PCC R wall and new footpath and renovation footpath side drain steps starting from Sunil house to Arumugan and Sheikh Janandin house at Mazar Pahad in ward No 11
2025_PMBC_20871_1
54/EE-II/WKS/MC/2025-26
Open Tender
Civil Works - Others
Works
180 days
Mazar Pahad in Ward No 11
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹20,480
10 Dec 2025
3 Dec 2025
10 Dec 2025
3 Dec 2025
10 Dec 2025
3 Dec 2025
Amount
Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge a)Nominal concrete 1:3:6 or richer mix (including equivalent design mix).
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: a)All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a)All kinds of soil.
Centering and shuttering including strutting, propping etc. and removal of form for a)Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for a)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a)1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: a)1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Extra for making chequers of approved pattern on cement concrete floors, steps, landings, pavements etc.
12 mm cement plaster of mix : a)1:4 (1 cement: 4 fine sand)
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
NITU CONSTRUCTION (BID ID -61611)
M/S TRIPATHI AND BROTHERS (BID ID -61573)
K BHUMINATHAN (BID ID -61607)
M/S SUNDARAM CONSTRUCTION (BID ID -61401)
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