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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAccepted-AOC | ₹13.2 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹13.4 LRejected-AOC | ₹13.4 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | M.S.Thangapandi L1 | K.Narayanan Civil Contractor L2 |
|---|---|---|---|---|---|
| 1.001. Construction of Special Ward for Pocso Affected Children over one stop centre Building at Krishnagiri Medical College in Krishnagiri District H/o. Ennegollu - Rs.13.350 Lakhs. | |||||
| 2.00Earth Work | |||||
| 3.00 | Dismantling Brick/Stone Masonry in Cement mortor walls under 3m height | 3.12 | Cum | 282.87 ₹882.55 | 286.82 ₹894.88 |
| 4.00 | Dismantling floor Finish etc complete complying with standard specification | 29.57 | Cum | 61.21 ₹1,809.98 | 62.07 ₹1,835.41 |
| 5.00 | 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. | 14 | Cum | 246.28 ₹3,447.92 | 249.72 ₹3,496.08 |
| 6.00 | 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. | 1.2 | Cum | 1,433.19 ₹1,719.83 | 1,453.22 ₹1,743.86 |
| 7.00 | 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. | 1.26 | Cum | 4,961.42 ₹6,251.39 | 5,030.75 ₹6,338.75 |
| 8.00 | 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. | 1.2 | Cum | 4,961.42 ₹5,953.70 | 5,030.75 ₹6,036.90 |
| 9.00 | 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. | 2.5 | Sqm | 42.81 ₹107.03 | 43.41 ₹108.53 |
| 10.00 | 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). | 9.4 | Sqm | 516 ₹4,850.40 | 523.21 ₹4,918.17 |
Tender Value
₹13.3 L
EMD Value
₹14,000
Closing Date
29 Apr 2025, 3:00 pmClosed
The Block Development Officer Veppanapalli
The Block Development Officer Veppanapalli
Krishnagiri Dist, Veppanapalli Block, UGF 2025-2026 1.Construction of Special Ward for Pocso affected children over one stop center building at Krishnagiri Medical College in Krishnagiri Dist H/o. Ennegollu. Pkg No 2025-2026 VNPI 10
2025_RDTN_550444_1
ROCNO_281_2025_A2_22_02_2025
Open Tender
Civil Works
90 days
Veppanapalli
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹14,000
The Block Development Office Veppanapalli
9 Dec 2025
23 Apr 2025
29 Apr 2025
23 Apr 2025
29 Apr 2025
23 Apr 2025
25 Apr 2025
Amount
1. Construction of Special Ward for Pocso Affected Children over one stop centre Building at Krishnagiri Medical College in Krishnagiri District H/o. Ennegollu - Rs.13.350 Lakhs.
Earth Work
Dismantling Brick/Stone Masonry in Cement mortor walls under 3m height
Dismantling floor Finish etc complete complying with standard specification
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.
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.
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.
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.
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).
Plain surfaces such as roof slab, floor slab, beams, lintels, loft, sill slab, staircase waist, portico slab and other similar works.
Square and rectangular columns and small quantities such as sunshades, parapet cum drops, window boxing, fin projections and other similar works.
Providing and laying in position, M-20 Grade in accordance with IS:456-2000, using 20mm and down grade hard broken granite stone jelly for all RCC Items of works with minimum cement content of 350kg/m3 and maximum water cement ratio of 0.50, including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS:9130 to accelerate, rated setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m) 7730kg. of 20mm machine crushed stone jelly and with about (3.3cum) 5156 kg. of 10-12mm machine crused stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with Mechanical vibrators, finishing, curing, etc.,and providing fixtures like fan clamps in the RCC Floor / roof slabs wherever necessary without claiming extra, etc., Complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No Separate payment will be made by the Department for the excess usage of materials).
Foundation & Basement
Superstructure in FF
Superstructure in Second 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.
Foundation basement
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.
Foundation & Basement
Superstructure in FF
Superstructure in Second Floor
Brick partition walls of 11.50cm thickness using best quality II class table moulded bricks 8"3/4 x 41/4" X23/4" in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers.
in First Floor 11.50cm thick
Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining,curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers).
Paving the floor with best quality Vetrified Tiles of size 600 x 600 x 8mm of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three 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)
Flooring with following ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three M.Sand) base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. 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.
Weathering Course Concrete using best quality broken brick jelly of 20 mm uniform gauge in pure slaked lime ( NO Sand to be used ( over the RCC roof slab in the proportion of brick jelly to lime being 32 : 121/2 by volume laid over in single layer and consolidated to the required slope and finished thickness and beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime, jiggery water etc. complete complying with standard specifications and as directed
Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers.
Supply and Fixing Solid core Particle fliush shutter of nominal thick of 35mm
Supply and Fixing of WPC (Wood Polimer Composite) frame exturded with 75mmx50mm
UPVC Window Supply and Fixing UPVC (Un-Plasticized Polyvinyl Chloride) window of casement type (open) from the profile the size of outer frame 60mmx58mm
UPVC ventilator Supply and Fixing UPVC (Un-Plasticized Polyvinyl Chloride) window of casement type (open) from the profile the size of outer frame 60mmx58mm
Supply and Fixing M.S Grill of approved design for open to coutrtyard grill,grill work to door window and ventilator opening and grill gate
Manufacturing supplying and fixing precast Reinforced cement concrete slab of followings thickness in RCC 1:2:4
50mm thick
Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls internally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces with minimum overlap of 150 mm in all directions, scaffolding, rounding off or chambering 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 labor complete in all respects including all lead, lift and descent and as directed.
Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three M.Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors 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.
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
Painting the walls two coat with approved weather proof Exterior emulsion paint over one primer coat of over cement plasted wall surface
Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
Supply and fixing in position best quality PVC Rain water down fall pipes
110 mm dia
Supplying laiying and jointing UPVC Pipes (having working pressure 10kg/Sq.cm)
25mm PVC Pipe
Supplying UPVC Specials (with Working Pressure 10K.g/Sq.cm)
25mm Dia Elbow
25mm dia Tee
25mm Dia bend
Reducer Elbow
25mm x20mm dia
20mmx15mmdia
Supply and fixing in position best quality and approved variety of gun metal gate valve/ wheel valve with BIS make of the following
25mm dia wheel valve
Supplying and fixing in position 15mm dia CP screw down tap/Pillar tap (heavy duty) of approved make conforming
Following size of PVC Ready made water tank and approved quality with ISI specification
Supply and fixing in position best quality PVC Soil waste Pipe of various dia having 6kg /sq.cm pressure BIS mark
75mmDia PVC Pipes
Supply and fixing in Postion PVC Specials of following dia types approved quality conforming to BIS leak Proof
75mm dia PVC Elbow
110mm Dia PVC Tee
110mm Dia PVC Bend
Supply and Fixing Position CI Nahani Trap / Floor trap of Following size
Supply and fixing in position white/colour special delux model glazed cascade type parryware/Hindware wall mounted EWC
Supply and fixing in position white/colour special delux model glazed cascade type parryware/Hindware wall mounted Indian made white/ colour glazed wash hand basin of size 550x400mm (with Pedalstal/ without Pedalstal)
Supply and laiying Polyster, washable and stain free cloth (Bio - Active Fabric washable germfree for sutaible for dialysis room)
Provision for Electrification
SD3, Light / Fan Point Concealed
SD12, Concealed Plug Point
SD68, Service Wire
SD73, GI Service Pipe
SD88, Tube Light
Provision For Writing name board Charges
Provision For Photographic 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)
K.Narayanan Civil Contractor (BID ID -1324626)
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