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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.5 LAccepted-AOC 290 NEW PLOT JAWAHAR NAGAR JAMMU JAMMU JAMMU KASHMIR 180005 | JAMMU | JAMMU AND KASHMIR | 180005 | L1 | Accepted-AOC Accept | |
| 2 | L2₹49.6 L+₹1.1 L (2.35%)Rejected-Finance | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹50.0 L+₹1.5 L (3.18%)Rejected-Finance SAMBA LINE JUNGLIGHAT POST SRI VIJAYA PURAM 744103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Rejected-Finance Not being L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical Due to residual work load not submitted |
| Sl No | Description | Qty | Unit | AB ENTERPRISES L2 | Allied Trading Company L1 | RMS Construction L3 |
|---|---|---|---|---|---|---|
| 1.00 | Taking out carefully the cover slab of gulley traps of any size and shape, depth and cleaning the block by removing the scum/sludge / any material to a distance exc. 250m and n.exc.500m and cleaning with fresh water placing the cover slab/ Grating in position complete all as specified and as directed by Engineer-in-Charge. | 200 | Each | 210 ₹42,000 | 250 ₹50,000 | 205 ₹41,000 Lowest |
| 2.00 | Taking out old unserviceable PVC Pipe of size 75mm & 110mm and 150 mm from trenches and walls with all fitting including necessary excavation, and earthwork complete all as specified and as directed by Engineer-in-Charge. | 1,000 | RM | 95 ₹95,000 | 80 ₹80,000 Lowest | 90 ₹90,000 |
| 3.00 | S&F 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to walls including necessary clamps as required complete all as specified and as directed by Engineer-in-Charge. | 300 | RM | 415 ₹1,24,500 | 400 ₹1,20,000 Lowest | 410 ₹1,23,000 |
| 4.00 | S&F 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by Engineer-in-Charge. | 100 | RM | 315 ₹31,500 | 300 ₹30,000 Lowest | 320 ₹32,000 |
| 5.00 | S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to walls including necessary clamps as required complete all as specified and as directed by Engineer-in-Charge. | 300 | RM | 580 ₹1,74,000 | 500 ₹1,50,000 Lowest | 570 ₹1,71,000 |
| 6.00 | S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by Engineer-in-Charge. | 100 | RM | 435 ₹43,500 | 450 ₹45,000 | 430 ₹43,000 Lowest |
| 7.00 | S& F, 150mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches floor or wall and similar works complete all as specified and as directed by Engineer-in-Charge. | 200 | RM | 625 ₹1,25,000 | 600 ₹1,20,000 Lowest | 620 ₹1,24,000 |
| 8.00 | M&L for concrete bed (1:3:6) Type C1 to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in 150mm dia pipe complete all as specified and as directed by Engineer-in-Charge. | 200 | RM | 581 ₹1,16,200 | 560 ₹1,12,000 Lowest | 580 ₹1,16,000 |
| 9.00 | M&L for concrete bed (1:3:6) Type C1 to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in 100mm dia pipe complete all as specified and as directed by Engineer-in-Charge. | 100 | RM | 455 ₹45,500 | 460 ₹46,000 | 450 ₹45,000 Lowest |
| 10.00 | S&F in repair 75mm dia PVC (SWR) bend with or without oval access door complete all as specified and as directed by Engineer-in-Charge. | 50 | Each | 262 ₹13,100 | 250 ₹12,500 Lowest | 260 ₹13,000 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
25 Dec 2024, 6:00 pmClosed
GE Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
8464-SPECIAL REPAIR TO DRAIN AND SEWAGE LINE AT BLDG NO-P-32, P-32 A AND B AT SHAURYA VIHAR INS UTKROSH AND PROVN OF FENCING AROUND DEFENCE LAND (88MTRX46MTR) AT CALICUT LAND AREA UNDER GE MINNIBAY, SRI VIJAYA PURAM
2024_MES_685268_1
8464/E8
Open Tender
Civil Works
Item Rate
180 days
GE Minniebay, Sri Vijaya Puram
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
GE Minniebay
₹98,000
22 Aug 2025
22 Nov 2024
28 Dec 2024
22 Nov 2024
25 Dec 2024
6 Dec 2024
Amount
Taking out carefully the cover slab of gulley traps of any size and shape, depth and cleaning the block by removing the scum/sludge / any material to a distance exc. 250m and n.exc.500m and cleaning with fresh water placing the cover slab/ Grating in position complete all as specified and as directed by Engineer-in-Charge.
Taking out old unserviceable PVC Pipe of size 75mm & 110mm and 150 mm from trenches and walls with all fitting including necessary excavation, and earthwork complete all as specified and as directed by Engineer-in-Charge.
S&F 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to walls including necessary clamps as required complete all as specified and as directed by Engineer-in-Charge.
S&F 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by Engineer-in-Charge.
S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to walls including necessary clamps as required complete all as specified and as directed by Engineer-in-Charge.
S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by Engineer-in-Charge.
S& F, 150mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches floor or wall and similar works complete all as specified and as directed by Engineer-in-Charge.
M&L for concrete bed (1:3:6) Type C1 to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in 150mm dia pipe complete all as specified and as directed by Engineer-in-Charge.
M&L for concrete bed (1:3:6) Type C1 to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in 100mm dia pipe complete all as specified and as directed by Engineer-in-Charge.
S&F in repair 75mm dia PVC (SWR) bend with or without oval access door complete all as specified and as directed by Engineer-in-Charge.
S&F in repair 110mm dia PVC (SWR) bend with or without oval access door complete all as specified and as directed by Engineer-in-Charge.
S&F in repair 75mm dia PVC (SWR) branch piece (single Y) equal or unequal with or without oval access door complete all as specified and as directed by Engineer-in-Charge.
S&F in repair 110mm dia PVC (SWR) branch piece (single Y) equal or unequal with or without oval access door complete all as specified and as directed by Engineer-in-Charge.
S & F in repair 75 mm dia PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and as directed by Engineer-in-Charge.
S & F in repair 110 mm dia PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and as directed by Engineer-in-Charge.
S & F in repair 110 mm dia PVC (SWR) vent cowl complete all as specified and as directed by Engineer-in-Charge.
Cleaning of drains (open) including getting out depth up to 15 cm average of all vegetation, foreign materials, silt etc manual and machincal from drain all as directed by Engineer-in-Charge.
Cleaning of drains by destiling mud, vegetation, debries waste materials depositets etc, cleaning/removing manually/mechanically up to a depth of 60 cm and removing the materials outside md land complete all as specified and as directed by Engineer-in-Charge.
Demolition of precast concrete work/ precast concrete block built in cement mortar including all quoins arches pillars etc complete all as specified and as directed
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in charge
M&L for laying PCC (1:4:8) type D2 (using 40mm graded aggregate) for sub base in foundation complete all as specified and as directed by Engineer in charge
M&L for 75mm thick PCC (1:3:6) type C2 using 40mm graded aggregate as in plinth protection including finishing even and smooth with using extra cement including necessary formwork complete all as specified and as directed by Engineer in charge
M&L for PCC (1:3:6) type C2 using 40mm graded aggregate as in surface channels and drain, including necessary formwork complete all as specified and as directed by Engineer in charge
M&L for extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and as directed by Engineer in charge
M&L for extra for forming finished drain or channel 30 to 50 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitered/stopped ends etc. complete all as specified and as directed by Engineer in charge
M&L for 40 mm thick cement concrete type B1 1:2:4 (20 mm graded stone aggregate) in wearing course/padding concrete including necessary formwork complete all as specified and as directed by Engineer in charge
M & L for Providing precast cement concrete type B1 1:2:4 (20 mm graded aggregate) and set in cement mortar 1:6 in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain facesincluding necessary formwork complete all as specified and as directed by Engineer in charge
M& L for precast cement concrete block masonary using PCC 1:3:6 type C-5 soild block exceeding 10 cm in width and settng in cement mortar 1:6 straight or curved on plan exceeding 6m mean radius complete all as specified and as directed by Eng-in-Charge
Taking down cement plaster on brick or stone wall in any description complete all as specified and as directed by Engineer in charge
Material & Labour for rendering 15mm thick in CM (1:4) to concrete or block masonry surfaces or surfaces other than fair faces of brick surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
M & L for rendering to concrete or block masonry surfaces or surfaces other than fair faces of brick surfaces, 10mm thick in Cement Mortar 1:6, surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer in charge
S&F TMT steel bars 10mm dia and over as reinforcement cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by Engineer in charge
Dismantling wrought iron or mild steel work of any description and any position complete all as specified and as directed by Engineer in charge
S&F Framed work such as grills, gratings gates , etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and as directed.
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in soft/loose soil complete all as specified and as directed by Engineer in charge
M&L for PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specified and as directed by Engineer in charge
S&F MS framed work such as fencing post including cutting tops to shape as directed, drilling holes,notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer in charge
M&L for PVC coated GI chain link fencing 3.5mm dia with 50mm x 50mm mesh including fixing of MS line wire / rod, flat iron & machine made hexagonal or square head bolts to fencing posts complete all as specified and as directed by Engineer in charge Note : MS rod,flat iron and MS bolts shall be measured and paid seperately as supplied only
Supply only mild steel screw bolts n exc 12 mm dia machine made with hexagonal or square head at one end and screwed the other or screwed both ends complete all as specified and as directed by Engineer in charge
Supply only MS Round bar 10 mm dia for support to chain link fencing complete all as specified and as directed Fe 410-W(Gde-E-250) quality-A complete all as specified and as directed by Engineer in charge
Supply only MS Flat iron as in fillets for securing wire mesh including all necessary drilling, bolting or riveting etc and similar work confirming to Fe 410-W(Gde-E-250) quality-A complete all as specified and as directed by Engineer in charge
M&L for preparing new steel or iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer in charge
Excavation in trenches, n. exe 1.5 m wide and n.exc 1.5 in depth, for foundation, etc or to shafts, wells, cesepits, manholes, piers holes, ec, n.exc 10 sq.m on planand getting out in hard / dense soil complete all as specified and as directed by Engineer in charge
M&L for RCC M-30 Design mix using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams etc., and mass concrete complete all as specified and as directed by Engineer in charge
M&L for RCC M-30 Design mix using 20mm graded stone aggregate as in beams, cantilevers, bresuemers, lintels over 1.5m span etc complete all as specified and as directed by Engineer in charge
M&L for RCC M-30 Design mix using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts etc complete all as specified and as directed by Engineer in charge
M&L for formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits of foundation (if any) and plinth beams for rough finished surfaces of concrete, flat, complete all as specified and as directed by Engineer in charge
M&l for formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished surfaces of concrete, flat, complete all as specified and as directed by Engineer in charge
M&L for formwork to sides and soffits of floor or roof beam, beam haunching, girders, bressum-mers lintels, cantilevers, shelves, including support, overhangs, etc also splays between floors and beam etc complete all as specified and as directed by Engineer in charge
M&L for granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, win?dow-cills, cooking plat?forms and like in cement mortar (1:4) including point?ing in white cement (1:2) us?ing marble dust with admix?ture of pigment to match with shade of granie complete all as specified and as directed by Engineer in charge
M&L rendering 15mm thick in concrete or brick surface in CM 1:4 even & smooth without using extra cement complete all as specified and as directed complete all as specified and as directed by Engineer in charge
M&L for applying two coats of cement based paint over a coat of chalk whitening on newly plastered surface of wall including preparation complete all as specified and as directed by Engineer in charge
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soft/loose soils complete all as specified and as directed.
Removing excavated soil n exc. 50m and depositing where directed at a level n exc. 1.5m complete all as specified and as directed
AB ENTERPRISES (BID ID -3198118)
RMS Construction (BID ID -3197999)
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