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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAdmitted-Finance D NO 958 T V S COLONY ANNA NAGAR WEST EXTENSION CHENNAI 600101 | CHENNAI | CHENNAI | TAMIL NADU | 600101 | ₹5.4 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AH POWER CONSTRUCTION PRIVATE LIMITED L1 |
|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. In Hard stiff clay, stiff black cotton, hard red earth,, shales, murram, stoney earth and earth mixed with small size boulders SS 20 B | 2,176 | M3 | 330 ₹7,18,080 Lowest |
| 2.00 | Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. Soft disintegrated rock not requirng blasting | 128 | M3 | 400 ₹51,200 Lowest |
| 3.00 | Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. In Medium rock and dense medium rock not requiring blasting | 128 | M3 | 100 ₹12,800 Lowest |
| 4.00 | Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. Removal of hard rock by wedging and chiselling and trimming to proper shape | 128 | M3 | 100 ₹12,800 Lowest |
| 5.00 | Supplying and filling in foundation and basement with filling sand in layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification | 85 | M3 | 2,900 ₹2,46,500 Lowest |
| 6.00 | Transporting the surplus excavated earth, debris etc away from the site to a lead of 5km including cost of all lead, lift, conveyance , loading, unloading etc. complete | 1,471 | M3 | 10 ₹14,710 Lowest |
| 7.00 | Re filling in foundation with excavated earth in layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification | 1,089 | M3 | 10 ₹10,890 Lowest |
| 8.00 | Laying PCC 1:3:6 mix using 20mm HBG machine crushed metal for foundation matt concrete including cost of all labour, materials, lead, lift, curing etc. Complete. | 538 | M3 | 7,900 ₹42,50,200 Lowest |
| 9.00 | R:C:C 1:1.5:3 using 12 to 20mm metal without form work including cost of all materials,curing, labour, lead, lift etc. complete. as per standard specification as directed by the dept. Engineer at site. | 933 | M3 | 12,000 ₹1,11,96,000 Lowest |
| 10.00 | R:C:C 1:1.5:3 using 12 to 20mm HBG metal with form work including cost of all materials, curing, labour, lead, lift etc. complete. as per standard specification as directed by the dept. Engineer at site. - RCC compound wall columns | 314 | M3 | 26,000 ₹81,64,000 Lowest |
Tender Value
₹3.8 Cr
EMD Value
₹3.0 L
Closing Date
8 Jul 2025, 2:00 pmClosed
CE/TP-I/CNI
Guindy 230kV GIS SS campus, Chennai - 32
RCC Compound wall , road, at nemmeli for CMWSSB under dcw
2025_EB_574511_1
TP1-27/2025-26 OF CE/TP-I/CNI
Open Tender
Civil Works - Others
Works
120 days
Nemmeli
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3.0 L
6 Aug 2025
26 Jun 2025
9 Jul 2025
26 Jun 2025
8 Jul 2025
26 Jun 2025
Amount
Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. In Hard stiff clay, stiff black cotton, hard red earth,, shales, murram, stoney earth and earth mixed with small size boulders SS 20 B
Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. Soft disintegrated rock not requirng blasting
Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. In Medium rock and dense medium rock not requiring blasting
Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. Removal of hard rock by wedging and chiselling and trimming to proper shape
Supplying and filling in foundation and basement with filling sand in layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification
Transporting the surplus excavated earth, debris etc away from the site to a lead of 5km including cost of all lead, lift, conveyance , loading, unloading etc. complete
Re filling in foundation with excavated earth in layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification
Laying PCC 1:3:6 mix using 20mm HBG machine crushed metal for foundation matt concrete including cost of all labour, materials, lead, lift, curing etc. Complete.
R:C:C 1:1.5:3 using 12 to 20mm metal without form work including cost of all materials,curing, labour, lead, lift etc. complete. as per standard specification as directed by the dept. Engineer at site.
R:C:C 1:1.5:3 using 12 to 20mm HBG metal with form work including cost of all materials, curing, labour, lead, lift etc. complete. as per standard specification as directed by the dept. Engineer at site. - RCC compound wall columns
Supplying and fabricating and placing in position of MS/RTS steel reinforcement for RCC works including labour for cutting, bending, tying and fixing in position as per specification including cost of all materials, lead, lift, labour, cost of binding wire etc.complete.
Brick work in CM 1:5 using all ll Class Ground Moulded Chamber Burnt bricks for Basement including the cost of all materilas , lead, lift, labour, Centering Charges T&P etc., complete as directed by the Engineers at site. Compound wall
Plastering with cm 1:5 mix using 12mm thick for inside & outside walls including cost of all materials, labour, lead, lift etc complete
Colour washing and Painting 2 coats with approved Plastic Emulsion paint over one priming coat of plastic emulsion paint over cement plastered wall surface, ceiling and other new surface and including cleaning ,preparing the surface and curing etc.complete.
Supplying and fixing MS grill gates, MS grills, name board, hand rail, ladder, MS door with frame, etc. at various levels as per approved drawing using channel, square rods, ornamental grill parts and flats including fixing in position with suitable hold-fast locking arrangements etc. complete as per standard specification.
Painting new iron works with two coats synthetic enamel paint over one coat of primer including cost of all materials, lead, lift, etc., complete.
Supplying and fixing MS Channel, angle, channel,, MS rail, MS chequered plate, etc wherever required as directed by the Engineer as per standard specifcation - MS Channel & angle
Providing quarry dust mixed with 3mm chips, BG metal 6mm and gravel mixed in 1:1:1 ratio in 15cm layer for laying of road to a consolidated thickness of 0.2mtr using 1m3 of HBG stone with 0.15m3 of quarry dust of blindage including cost of conveyance of all materials, labour charges for spreading metal binding to surface to chamber watering forming edge bunds etc., and consolidated with power roller for each layer including cost of all materials labour, Lead, Lift etc., complete as directed
Providing and laying of wet mix macadam base course of 300 mm compacted thickness in two layers of 150mm thick or else specified on the prepared sub base with graded stone aggregate and ganular material of quality size and grading in layers as specified, including mixing in base mix plant, spreading in uniform layer with mortor grader and compaction with vibrating roller of 80-100KN static weight and fine dressing to required grade and cross slope as shown in the drawing equipments as per technical specification.
Supplying and labour charges for winding, tensioning and binding with binding wire of GI barbed wire of 8 runs of horizontally and vertical layers 30cm apart as instructed by the Engineer at site for compound wall including cost of hot dipped galvanized barbed wire of TOWA (Type A) of 2.5mm with difference between two bushes 75+(12mm) with maximum weight 125-140gm/m all labour lead, lift , etc., complete.
Providing expansion joint for road concrete as per specification in both direction using prevalid aspheltics pad 20 mm thick to full width and depth of 150mm thick plastering with CM 1:3, 20 mm thick including cost of cement, all materials, labour, curing, all leads, and lifts, etc., complete.as per standard specification.
Supply and erection of 110mm (6”) dia rigid PVC pipe, having (2mm thick) 6kg/cm² with ISI make including cutting, threading, paste of TEE joint, Lbow, for cable duct road, crossing and necessary place of cable laying work, cost all materials,lead, lift, re-boring the holes to required depth etc., complete
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