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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | L1 | Accepted-AOC BEING L1 BIDDER | |
| 2 | L2₹16.4 L+₹21,743 (1.34%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | L2 | Rejected-Finance BEING NOT L1 BIDDER | |
| 3 | L3₹17.6 L+₹1.4 L (8.81%)Rejected-Finance C 234 ADG P CHENNAI | L3 | Rejected-Finance BEING NOT L1 BIDDER | |
| 4 | L4₹17.8 L+₹1.6 L (9.63%)Rejected-Finance NO 3 132 MINIKKIYUR KOVILPATTI PO PIRAMPATTI NORTH MANAPPARAI TK TIRUCHIRAPPALLI DIST PIN 621 305 | MANAPPARAI | TIRUCHIRAPPALLI | TAMIL NADU | 621305 | L4 | Rejected-Finance BEING NOT L1 BIDDER | |
| 5 | L5₹17.9 L+₹1.7 L (10.2%)Rejected-Finance DOOR NO 40 MYSORE LODGE ANNEXE ROAD MOORSE GARDEN COONOOR THE NILGIRIS 643102 | COONOOR | THE NILGIRIS | TAMIL NADU | 643102 | L5 | Rejected-Finance BEING NOT L1 BIDDER |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
30 Mar 2023, 6:00 pmClosed
Shri Ashwani Mittal EE GE DSSC
GE DSSC WELLINGTON BARRACKS-POST, WELLINGTON, THE NILGIRIS, TAMIL NADU,PIN-643231
REPAIR TO SEWAGE LINE SEPTIC TANK MANHOLE SOCKPIT UNDER AGE B R II AT DSSC WELLINGTON
2023_MES_583849_1
8307/E8
Open Tender
Civil Works
Item Rate
270 days
WELLINGTON
PLEASE REFER TENDER DOCUMENTS AND NIT
8 documents required · 8 mandatory
₹500
GE DSSC WELLINGTON
₹40,000
Yes
5 Apr 2023
2 Mar 2023
1 Apr 2023
2 Mar 2023
30 Mar 2023
16 Mar 2023
Amount
Surface dressing n exc 15 cm deep including removal of bushes, shurbs,and vegetation etc., in hard dense soil all as specified.
Excavation in trenches not exc 1.50 mtr wide and not exc 1.50 mtr in depth for foundation etc and getting out in hard /dense soil all as specified and as directed.
Excavation in trenches exceeding 1.5m and not exceeding 3.0 M depth for foundation etc and getting out in hard/dense soil all as specified and as directed.
Excavation over areas, n exc 1.50 m deep and getting out in hard /dense soil all as specified.
Excavation over areas exc 1.50 m deep and n exc 3.00 mtr and getting out in hard /dense soil all as specified.
Returning filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm all as specified and as directed.
Removing excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points (soils) all as specified..
M&L for cement concrete Type C2 1:3:6 (40 mm graded aggregate) in foundations, filling and mass concrete all as specified.
Demolition and breaking up 160mm bore drain pipes (SGSW /AC/PVC (SWR) or reinforced concrete) set in cement concrete all as specified..
Demolition and breaking up 110mm bore drain pipes (SGSW /AC/PVC (SWR) or reinforced concrete) set in cement concrete all as specified..
Demolition and breaking up 75mm bore drain pipes (SGSW /AC/PVC (SWR) or reinforced concrete) set in cement concrete all as specified.
M&L for UPVC (SWR) not less than 6kg/cm² pipes single socketed in any length with rubber ring joints laid in trenches 160 mm dia pipe all as specified and as directed.
M&L for UPVC (SWR) not less than 4kg/cm² pipes single socketed in any length with rubber ring joints laid in trenches 110 mm dia pipe all as specified and as directed.
M&L for UPVC (SWR) not less than 4kg/cm² pipes single socketed in any length with rubber ring joints fixed on walls 110 mm dia pipe all as specified and as directed.
M&L for UPVC (SWR) not less than 4kg/cm² pipes single socketed in any length with rubber ring joints fixed on walls 75 mm dia pipe all as specified and as directed.
S&F UPVC Bends any radius 75 mm dia pipe all as specified.
S&F UPVC Bends any radius 110 mm dia pipe all as specified.
S&F for UPVC branch piece 75 mm dia singal (single 'Y') equal or unequal all as specified and as directed.
S&F for UPVC Branch piece single bends 'Y' equal or un equal 110mm dia all as specified.
M&L concrete bed to drain pipes incl packing under and hunching against the sides of pipes after they are laid and tested PCC 1:3:6, type C2 bore of pipe in mm 160 mm all as specified.
M&L concrete bed to drain pipes incl packing under and hunching against the sides of pipes after they are laid and tested PCC 1:3:6 type C2 bore of pipe in mm 110 mm all as specified.
Cutting into existing manhole for connecting new drain pipes of 160 mm internal dia, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required all as specified.
M&L for Plain cement concrete 1:2:4, type B1, using 20mm graded stone aggregate as in coping/benching including necessary form work all as specified.
M&L for two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer to steel surface including preparation of new surface exc 10 cm width or girth all as specified.
Demolition of cement concrete in Ground floors & Pavings n. exc 15 cm thick below or above GL all as specified.
M&L for cement concrete type E2 (1:5:10) using 40mm graded stone aggregate as in sunken floors all as specified. .
M&L for cement concrete type B1 1:2:4 using 20mm graded stone aggregate 40mm thick as in flooring with all as specified.
Dismantling of floor hearth or wall tiling including cement mortar bedding(but not backing) removing serviceable tiles to store and rubbish off the premises all as specified.
M&L for non skid ceramic tiles 6 to 7mm thick (square/rectangle) area of each tile exc 0.06sqm but not exc 0.11 sqm, in floors and scantling etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over 20mm thick screed bed in CM 1:4 complete all as specified.
M&L for glazed ceramic coloured wall tiles in bathroom of size 300x600x8 to 10 mm thick as in vertical surfaces set and jointed in neat cement slurry and pointed in white or coloured cement to match incl 10mm thick rendering in CM 1:3 complete all as specified and directed. Make : Somany/Kajaria/Johnson/Orient Bell.
Demolition of brick work/PCC Block/Stone masonry etc built in cement mortar all as specified.
M&L for precast cement concrete type C-1, 1:3:6 (20 mm graded aggregate ) solid building blocks masonry exceeding 10 cm in width and setting in mortar 1:4 all as specified.
Taking down cement plaster any description on brick or stone walls etc including raking out joints, haking for key scrubbling down with water etc all as specified.
M&L for rendering 15 mm thick on fair faces of brick/concrete surfaces, in cement mortar 1:4 finished even and smooth with out using extra cement including water proofing compound all as specified. Note:- water proofing compound shall be measured and paid seperately.
Supply only Integral Liquid water proofing compound only.
M&L for 15 mm thick rendering in cement mortar 1:6 on brick/concrete surfaces, finished even and smooth with out using extra cement all as specified.
M&L for preparation of new plastered or unplastered surfaces of walls and applying two coats of white wash, complete all as specified.
Demolition of reinforced cement concrete of any description and in any position all as specified.
M&L for Precast cement concrete 1:2:4, type B1, using 20mm graded stone aggregate as in cover slab ( for manholes) with plain faces including setting in CM 1:4 all as specified.
M&L for TMT bars, 6 to 8mm dia cut to length bent to shape required incl cranking, hooking ends and binding with mild steel wire annealed not less than 0.9mm dia all as specified.
M&L for mild steel round bars 16-20mm dia Fe 410-W(Gde-E-250 quality -A or FE-290 (Gde E-165) as in rungs incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.90 mm dia all as specified.
M&L for cement concrete 1:3:6 type C-2(using 40mm graded aggregate) 75 mm thick as in Plinth protection/pavings finishing cement concrete surface even and smooth without using cement all as specified.
M&L for cement concrete 1:2:4 type B-1,(20mm graded aggregate) 40 mm thick finished even and fair to receive top layer all as specified.
M&L for chequerd cement concrete pre polished coloured tiles 300 x 300x 25 mm thick set jointed in neat cement slurry in floors with grey cement & pigment including 15 mm thick screed bed in cm 1:6 all as specified and directed
M&L for Cement concrete type B-1, 1:2:4 (20mm graded aggregate) 50 mm thick even and smooth without using cement complete all as specified
Cleaning of manholes of any size and upto 0.60m depth incl lifting, removing water, clogged mud & sludge,etc., incl disposing the sludge outside MoD land, cleaning the manholes with water and cutting grass, vegetation and bushes to a width of 60cm all around manholes complete all as specified and directed. Note : Cleaning of manhole shall be carried out by mechanically and the rate quoted shall deemed to be included this aspect.
Cleaning of manholes of any size exceeding 0.60m depth but n. exc.0.9m in deep incl lifting, removing water, clogged mud & sludge,etc., incl disposing the sludge outside MoD land, cleaning the manholes with water and cutting grass, vegetation and bushes to a width of 60cm all around manholes complete all as specified and directed. Note : Cleaning of manhole shall be carried out by mechanically and the rate quoted shall deemed to be included this aspect.
Cleaning of manholes of any size exceeding 0.90m depth but n. exc.1.50m in deep incl lifting, removing water, clogged mud & sludge,etc., incl disposing the sludge outside MoD land, cleaning the manholes with water and cutting grass, vegetation and bushes to a width of 60cm all around manholes complete all as specified and directed. Note : Cleaning of manhole shall be carried out by mechanically and the rate quoted shall deemed to be included this aspect.
Cleaning of manholes of any size exceeding 1.50m depth but n. exc.3.00m in deep incl lifting, removing water, clogged mud & sludge,etc., incl disposing the sludge outside MoD land, cleaning the manholes with water and cutting grass, vegetation and bushes to a width of 60cm all around manholes complete all as specified and directed. Note : Cleaning of manhole shall be carried out by mechanically and the rate quoted shall deemed to be included this aspect.
Cleaning of sewage/drain pipe/Rain water upto 150mm internal dia by mechanical means for removing the blockage in between manholes / gully trap by rodding complete incl lifting, removing water, clogged mud & sludge,etc., incl disposing the sludge outside MoD land, cleaning the pipe lines with water and cutting grass, vegetation and bushes to a width of 60cm all the sides of pipes line complete all as specified and directed.
Cleaning the septic tank/man hole of any depth and size with mechanical means by removing the clogged mud, sludge, sediments, etc from septic tank including incl desludging of existing septic tank including removing the mud /muk etc by Sewage suction Truck and remove from defence land duly followed the instructions laid down by the local govt bodies, cleaning the septic tank with water and cutting grass, vegetation and bushes to a width of 2.00 Mtr all the sides of Septic tank complete all as specified and directed. Note : Qty of water consumed for cleaning the septic tank will not be considered for payment
Cleaning of blocked gully trap / floor trap / Nahani trap, WC 'P' trap or 'S' trap and refixing the same after cleaning the pipes making good damaged cement joints, with CM 1:3 and water proofing compound etc including disposing the sludge outside MoD land complete all as specified and directed Note: (i) Contractor shall collect complaint slips from complaint cell of AGE B/R-II by 09:00 Hrs and ensure rectification of complaint and return the complaint slip duly signed by the Users within a working day. In case, the contractor fails to rectify the complaint within the specified period, recovery @ Rs. 500/- per day per complaint shall be affected from the contractor's dues.
Cleaning /clearing of blockages of WHB, Kitchen Sink ,EWC,etc of dia 75/100 mm incl disposing the sludge outside MoD land complete all as specified and as directed Note: (i) Contractor shall collect complaint slips from complaint cell of AGE B/R-II by 09:00 Hrs and ensure rectification of complaint and return the complaint slip duly signed by the Users within a working day. In case, the contractor fails to rectify the complaint within the specified period, recovery @ Rs. 500/- per day per complaint shall be affected from the contractor's dues.
Labour only for cleaning of RCC roofing or chajja etc with wire brush or broom or gunny bags and removing the waste material such as grass and debris from bldg upto 500m complete all as specified and as directed.
Sree Constructions
GMS Builders
ACK ENGINEERING AND CONSTRUCTION
AR Mohamed Yakub and Co
Shree Jayam Enterprises
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