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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.9 LAccepted-Finance | ₹37.9 L | L1 | Accepted-Finance Admitted |
| 2 | L2₹38.0 LAccepted-Finance | ₹38.0 L | L2 | Accepted-Finance Admitted |
| Sl No | Description | Qty | Unit | ASV CONTRACTOR L1 | T.THIRUPATHI L2 |
|---|---|---|---|---|---|
| 1.001. Construction of Community Hall at Ennegollu pudur H/o. Ennegollu. Estimate Amount: Rs. 38.50 lakhs | |||||
| 2.00 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary.Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc.complete complying with standard specification. | 134.79 | Cum | 246.4 ₹33,212.26 | 246.99 ₹33,291.78 |
| 3.00 | Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications. | 14.85 | Cum | 1,492.8 ₹22,168.08 | 1,496.36 ₹22,220.95 |
| 4.00 | Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site. | 66.83 | Cum | 42.83 ₹2,862.33 | 42.93 ₹2,869.01 |
| 5.00 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 29.69 | Cum | 5,043.36 ₹1.5 L | 5,055.37 ₹1.5 L |
| 7.00Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid). | |||||
| 8.00 | Coloumn | 102.92 | Sqm | 516.25 ₹53,132.45 | 517.48 ₹53,259.04 |
| 9.00 | Roof Slab | 316.95 | Sqm | 1,032.5 ₹3.3 L | 1,034.96 ₹3.3 L |
| 10.00 | Sunshade | 19.82 | Sqm | 1,032.5 ₹20,464.15 | 1,034.96 ₹20,512.91 |
| 11.00Concrete | |||||
Tender Value
₹38.5 L
EMD Value
₹39,000
Closing Date
18 Dec 2025, 3:00 pmClosed
The Block Development Officer, Veppanapalli
The Block Development Officer, Veppanapalli
Krishnagiri District, Veppanapalli Block, MLACDS 2025-2026, Construction of Community Hall at Ennegollu Pudur H/o. Ennegollu. Pkg.No. 2025-2026 VNPI 28
2025_RDTN_632644_1
ROC_NO_2088_2025_R7_10_07_2025
Open Tender
Civil Works
90 days
Veppanapalli
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹39,000
The Block Development Office, Veppanapalli
22 Dec 2025
15 Dec 2025
19 Dec 2025
15 Dec 2025
18 Dec 2025
15 Dec 2025
17 Dec 2025
Amount
1. Construction of Community Hall at Ennegollu pudur H/o. Ennegollu. Estimate Amount: Rs. 38.50 lakhs
Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary.Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc.complete complying with standard specification.
Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications.
Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site.
Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.
Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid).
Coloumn
Roof Slab
Sunshade
Concrete
Providing and laying in position, Concrete Mix M-20 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/mᶾ and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm
Ground Floor
Steel - Fe 500 D: Supply, fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes recoiling, straightening, cutting, bending, fabricating, and placing in position, at all levels including lead and lift, according to drawings, specifications etc. complete and supply & use of 18G black annealed binding wire double fold to tie the bars in position and providing precast cement/ PVC cover blocks for main reinforcement to ensure specified cover and complete., including all labor charges etc as directed by departmental officers.
Brick work in following Cement Mortar 1:5 using best quality II class table moulded bricks 8"3/4 x 41/4" X23/4" for foundation and basement including curing etc.,complete complying with standard specification.including scaffolding curing cost of reinforcement etc.all complete as per specifications and drawings as directed by the Engineer in-charge.
Paving the top of roof with solar reflective cremaic tiles of size 305x305x7mm thick of Approved quality and colour laid in CM 1:3 12mm thick (Nitotile Groute or equivalent)
Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three crushed stone M.Sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) Using anti-skid tiles (Observed Data)
Pavining the floor with best quality vertified Tiles of size 600 x 600 x 8mm of approved colour, shaed and quality laid un Cement martar1:3 (One Cement and three crushed stone M.Sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Dadooing walls with following best approved quality, white / colour glazed tiles of following sizes set in Cement Mortar 1:2 (One Cement and Two crushed stone M.Sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers.
Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [ The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work.
Plain Cement Concrete 1:2:4 (one cment two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specifications and as directed by the departmental officers.
Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls externally in single coat at all levels to correct line and level including scaffolding, rounding off or champhering of corners, offsets, fin/ bands, projections,etc.and cleaning of surface, raking out joints, roughening of surface, chiseling the undulated surface wherever necessary and curing, etc., all materials and labour complete in all respects including all lead, lift and descent and as directed.
Plastering with cement mortar 1:4 to 20mm thick
Supply and Delivery fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mmx40mmx6mm with MS flat 25mmx25mmx6mm and MS sheet of 18 Gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabricaiton charges etc., complete
Steel Door (1.80x2.10)
Steel Door (0.90x2.10)
Solid PVC Door shutter using 19 gauge 19mm MS sq. tubes for styles and outer frames, 15mm MS sq. tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick soild PVC sheets. Shutter using 5mm thick soild PVC sheets for
Supply and Delivery fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mmx40mmx6mm with MS flat 25mmx25mmx6mm and MS sheet of 18 Gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabricaiton charges etc., complete
Steel Window (0.90x1.30)
Steel Window (1.50x1.30)
Steel Ventilator (0.90x0.45)
Labour charges for fixing steel Door
Labour Charges for fixing steel Window
Supplying and Painting new Plastered surface with two coats of distempering one coat of distemper Primer
Supplying and painting the walls with one coat of wall primer and two coats of Exterior emulsion (apex or equivalent) as instructed by the departmental officers including preparation of surface curing, etc.,complete in all floors complying with standard specifications (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).
Supply and Fixing of EWC Fittings
Supplying and fixing PVC Rain water down fall pipes of following dia meter etc., Complete.
Provision for Eletrical Items
Wiring with 2 X 1.5 Sq.mm (22 / 0.3) PVC insulated SC unsheathed Copper conducutor cable of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories inflush with wall with 3 mm thick Hylum sheet cover with TW box And 5 A FT switch with continuous earth connection of 14 SWG TC wire for making good of the concealed portion with suitable colour for PVC concealed Light point / fan point (For electronic Regulator) SD 20
Supplyandfixingofsingleboxtype4'40WfluorescentfittingcompletewithcopperchokeandcondensorwithTWround blocks on wall or ceiling with flu tube with PVC unsheathed FRLS copper leads from terminals to the fitting SD 88
Wiring with 2 X 1.5 Sq.mm (22 / 0.3) PVC insulated SC unsheathed Copper conducutor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories inflush with wall with 150 mm X 100 mm X 113 mm TW switch box with 3 mm thick Hylum sheet cover for 5 A 3 pin non interlocking CS plug with continuous earth wire connection of 14 SWG TC wire for making good of the concealed portion with suitable colour for concealed PVC plug point SD 12
Supply and fixing of 1200 mm ( 48") AC ceiling fan complete with stepped electronic 300 W regulator with 300 mm down rod on the existing clamp. SD 110
Supply and fixing of WT bulk head fitting with guard for 15W CFL SD 83
Supply and run of 4x6 sqmm (84/0.30) PVC insulated SC unsheathed copper Conductor of 1100 V grade on 7/20GI bearer wire for service connection mains SD 68
Supply and run of 4 X 6sq.mm (56 / 0.30) PVC insulated SC unsheathed copper Conductor of 1100 V grade in 25 mm dia GI pipe ( Class ' B ' ) suitably bent at both ends with necessary angle iron upright and end supports for mains. SD 73
E.B deposit Charge III Phase
SD 212 (Earthing)
Rain Water Harvesting Structure
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Soak Pit
Collection and supply of sand filling into the basement including cost and conveyance to the site and all labour charges.
Soak Pit
Brick work in CM 1:5 mix using country bricks ground moulded of size 22 x 11 x 7cm for the following including curing etc., complete complying with standard specifications.
Core Wall
Collection and supply of filling the stones in soakpit including cost and conveyance of materials to the work site and all labour charges.
40 mm metal
20 mm metal
Plastering with CM 1:5, 12mm thick.in all floors including curing etc., complete complying with standard specifications and as directed by the departmental officers.
Core wall Out side
Provisions for supply and fixing of precast RCC cover slab including cost and conveyance of materials and all labour charges
Supply and Fixing of 2000 Litre Sintex tank including all cost of tank etc., Complete
Photographic Charges
Name Board Charges
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
T.THIRUPATHI (BID ID -1536301)
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