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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-Finance SHADIPUR NEAR CORPORATIVE BANK SHADIPUR SOUTH ANDAMAN ANDAMAN NICOBAR 744106 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744106 | L1 | Accepted-Finance Being the lowest quoted bidder | |
| 2 | L2₹7.2 L+₹3,770.57 (0.52%)Accepted-Finance | L2 | Accepted-Finance Being the 2nd lowest bidder | |
| 3 | L3₹7.7 L+₹50,647.20 (7.04%)Accepted-Finance GOVT CONTRACTOR 1 32 MOHAMMED HOUSE 23 JIRGATANG SOUTH ANDAMAN PIN 744206 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744206 | L3 | Accepted-Finance Being the 3rd lowest bidder | |
| 4 | L4₹7.8 L+₹65,304.45 (9.08%)Accepted-Finance | L4 | Accepted-Finance Being the 4th lowest bidder | |
| 5 | L5₹7.9 L+₹68,650.82 (9.55%)Accepted-Finance | L5 | Accepted-Finance Being the 5th lowest bidder |
| Sl No | Description | Qty | Unit | M/S SUNDARAM CONSTRUCTION L5 | M/S TRIPATHI AND BROTHERS L1 | K BHUMINATHAN L2 | NITU CONSTRUCTION L4 | Haneefa Constructions L3 | SHREE ASSOCIATES L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually/ by mechanical means including 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) | 3.67 | cum | 4,000 ₹14,700 | 3,500 ₹12,862.5 | 4,000 ₹14,700 | 500 ₹1,837.5 Lowest | 1,900 ₹6,982.5 | 2,000 ₹7,350 |
| 2.00 | 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 lead upto 50 m and for all lift, as directed by Engineer-in-charge
a) All kinds of soil | 7.87 | cum | 650 ₹5,112.9 | 500 ₹3,933 | 400 ₹3,146.4 | 200 ₹1,573.2 Lowest | 700 ₹5,506.2 | 1,200 ₹9,439.2 |
| 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 | 6.99 | cum | 750 ₹5,244 | 500 ₹3,496 | 410 ₹2,866.72 | 200 ₹1,398.4 Lowest | 800 ₹5,593.6 | 1,000 ₹6,992 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for
a)Foundations, footings, bases of columns, etc. for mass
concrete | 19.65 | sqm | 600 ₹11,790 | 550 ₹10,807.5 | 300 ₹5,895 | 50 ₹982.5 Lowest | 700 ₹13,755 | 700 ₹13,755 |
| 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. | 80 | sqm | 800 ₹64,000 | 750 ₹60,000 | 900 ₹72,000 | 50 ₹4,000 Lowest | 800 ₹64,000 | 800 ₹64,000 |
| 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) | 28.24 | cum | 12,000 ₹3,38,832 | 12,000 ₹3,38,832 | 11,100 ₹3,13,419.6 Lowest | 17,000 ₹4,80,012 | 11,800 ₹3,33,184.8 | 13,000 ₹3,67,068 |
| 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) | 13.58 | cum | 13,500 ₹1,83,384 | 12,000 ₹1,63,008 | 12,200 ₹1,65,724.8 | 17,000 ₹2,30,928 | 11,800 ₹1,60,291.2 Lowest | 14,000 ₹1,90,176 |
| 8.00 | Extra for making chequers of approved pattern on cement concrete floors, steps, landings, pavements etc. | 98.75 | sqm | 150 ₹14,812.5 | 100 ₹9,875 | 100 ₹9,875 | 10 ₹987.5 Lowest | 120 ₹11,850 | 200 ₹19,750 |
| 9.00 | 12 mm cement plaster:
a)1:4 (1 cement : 4 fine sand) | 128.06 | sqm | 650 ₹83,239 | 500 ₹64,030 | 600 ₹76,836 | 300 ₹38,418 Lowest | 700 ₹89,642 | 600 ₹76,836 |
| 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 costof nosing of steps etc. complete. | 46.2 | sqm | 1,200 ₹55,440 | 900 ₹41,580 | 1,050 ₹48,510 | 300 ₹13,860 Lowest | 1,500 ₹69,300 | 600 ₹27,720 |
Tender Value
₹8.0 L
EMD Value
₹15,961
Closing Date
2 Dec 2025, 3:00 pmClosed
EE-II works SVPMC
EE-II works SVPMC
Renovation of footpath side drain construction of PCC R Wall covering slab starting from Sher Ali house to P Subramani Yadav house at Mazar Pahad in ward No 11
2025_PMBC_20733_1
53/EE-II/WKS/MC/2025-26
Open Tender
Civil Works - Others
Works
120 days
Mazar Pahad in Ward No 11
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹15,961
2 Dec 2025
25 Nov 2025
2 Dec 2025
25 Nov 2025
2 Dec 2025
25 Nov 2025
Amount
Demolishing cement concrete manually/ by mechanical means including 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 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 lead upto 50 m and for all lift, 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: 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 costof nosing of steps etc. complete.
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level a)Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
K BHUMINATHAN (BID ID -61303)
Haneefa Constructions (BID ID -61125)
NITU CONSTRUCTION (BID ID -61324)
M/S SUNDARAM CONSTRUCTION (BID ID -61090)
SHREE ASSOCIATES (BID ID -61263)
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