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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹61.2 LAccepted-AOC 1 17 SHASHTRI NAGAR BAREILLY UP | BAREILLY | UTTAR PRADESH | 243001 | ₹61.2 L | 1 | Accepted-AOC Awarded |
| 2 | 2₹70.0 LRejected-Finance B 497 S F MEERA BAGH PASCHIM VIHAR NEW DELHI 110063 | WEST DELHI | DELHI | 110063 | ₹70.0 L | 2 | Rejected-Finance Other than Lowest |
| 3 | 3₹77.8 LRejected-Finance 232 1 D SHIVLOK KANKARKHERA DISTT MEERUT UP PIN 250001 | MEERUT | MEERUT | UP | 250001 | ₹77.8 L | 3 | Rejected-Finance Other than Lowest |
| 4 | 4₹78.4 LRejected-Finance NEAR HAIDAKHAN MANDIR VILL PO CHILIYANAULA RANIKHET DISTT ALMORA UTTARAKHAND 263645 | ALMORA | UTTARAKHAND | 263645 | ₹78.4 L | 4 | Rejected-Finance Other than Lowest |
| 5 | 5₹78.9 LRejected-Finance 00 BHADAR TIKARMAFI BAZAR SULTANPUR UTTAR PRADESH 227413 | AMETHI | UTTAR PRADESH | 227413 | ₹78.9 L | 5 | Rejected-Finance Other than Lowest |
| Sl No | Description | Qty | Unit | MANISH ENTERPRISES L6 | Shikhar ji Enterprises L3 | M/s J P Traders L8 | aditya construction L7 | SS Construction Co L4 | SARVJEET ENTERPRISES L2 | novell engineers L1 | M/s Dev Enterprises L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Rough excavation in hard/dense of soil not exceeding 1.5 m deep and getting out all as specified and directed | 428.4 | Cum | 125 ₹53,550 | 650 ₹2.8 L | 250 ₹1.1 L | 300 ₹1.3 L | 110 ₹47,124 | 190 ₹81,396 | 500 ₹2.1 L | 330 ₹1.4 L |
| 2.00 | Excavating over areas in hard / dense soil, n exc 1.5 m deep and getting out all as specified and directed | 190.4 | Cum | 125 ₹23,800 | 750 ₹1.4 L | 200 ₹38,080 | 400 ₹76,160 | 185 ₹35,224 | 190 ₹36,176 | 500 ₹95,200 | 320 ₹60,928 |
| 3.00 | Exclavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken robble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in soft/loose soil. | 102 | Each | 125 ₹12,750 | 50 ₹5,100 | 200 ₹20,400 | 165 ₹16,830 | 150 ₹15,300 | 190 ₹19,380 | 150 ₹15,300 | 300 ₹30,600 |
| 4.00 | Excavation in trenches n.exc. 1.5 m wide and n.exc. 1.5 m in depth for foundation or manholes etc., and area n.exc. 10 Sq.m on plan and getting out in any type of soil (Hard/soft). | 16.2 | Cum | 150 ₹2,430 | 180 ₹2,916 | 300 ₹4,860 | 200 ₹3,240 | 280 ₹4,536 | 190 ₹3,078 | 500 ₹8,100 | 335 ₹5,427 |
| 5.00 | Excavation in trenches not exceeding 1.5 mtr wide, depth exceeding 1.5 mtr and getting out in hard/dense soil complete all as specified and directed by Engineer-in-charge | 114.8 | Cum | 150 ₹17,220 | 200 ₹22,960 | 350 ₹40,180 | 200 ₹22,960 | 250 ₹28,700 | 190 ₹21,812 | 400 ₹45,920 | 340 ₹39,032 |
| 6.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers
not exc 25 cm all as specified and directed. | 80.87 | Cum | 50 ₹4,043.50 | 80 ₹6,469.60 | 100 ₹8,087 | 45 ₹3,639.15 | 85 ₹6,873.95 | 49 ₹3,962.63 | 250 ₹20,217.50 | 50 ₹4,043.50 |
| 7.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed. | 668.89 | Cum | 65 ₹43,477.85 | 120 ₹80,266.80 | 100 ₹66,889 | 52 ₹34,782.28 | 85 ₹56,855.65 | 49 ₹32,775.61 | 500 ₹3.3 L | 50 ₹33,444.50 |
| 8.00 | M & L PCC 1:4:8 type D2 (using 40 mm graded aggr) as in fdn filling and mass concrete. | 9.04 | Cum | 6,000 ₹54,240 | 4,000 ₹36,160 | 8,000 ₹72,320 | 6,420 ₹58,036.80 | 4,000 ₹36,160 | 3,900 ₹35,256 | 6,000 ₹54,240 | 3,800 ₹34,352 |
| 9.00 | M & L for walling of random rubble stone masonry uncoursed well bounded badded and solidly hearted built in CM 1:6 brought upto course complete all as specified and directed by Engineer-in-Charge. | 18 | Cum | 8,000 ₹1.4 L | 6,500 ₹1.2 L | 8,000 ₹1.4 L | 7,320 ₹1.3 L | 9,000 ₹1.6 L | 5,900 ₹1.1 L | 7,000 ₹1.3 L | 4,200 ₹75,600 |
| 10.00 | Extra over stone walling for hammer dressing to face stone and dressing face beds and joints as specified of random rubble walling uncoursed or brought upto courses surface not exc 40 mm of Granite or Trap stone. | 12 | Sqm | 1,000 ₹12,000 | 220 ₹2,640 | 900 ₹10,800 | 1,020 ₹12,240 | 300 ₹3,600 | 90 ₹1,080 | 600 ₹7,200 | 150 ₹1,800 |
Updated dates
Tender Value
₹97.1 L
EMD Value
₹1.7 L
Closing Date
15 Nov 2025, 6:00 pmClosed
CWE (HILLS) PITHORAGARH
HQ CWE (HILLS) PITHORAGARH POST OFFICE - BHARKATIA DISTRICT - PITHORAGARH STATE - UTTARAKHAND PIN 262520
CLEARANCE AND PROTECTIVE WORK AND OCTAGONAL LIGHT WITH POLE AT SAINIK SCHOOL GHORAKHAL UNDER GE MES RANIKHET
2025_MES_734680_1
89280/25-26/E8
Open Tender
Civil Works
180 days
NAINITAL
Class - C
8 documents required · 8 mandatory
₹1,000
Yes
GE (MES) RANIKHET
₹1.7 L
Yes
17 Feb 2026
10 Oct 2025
22 Nov 2025
10 Oct 2025
15 Nov 2025
1 Nov 2025
Amount
Rough excavation in hard/dense of soil not exceeding 1.5 m deep and getting out all as specified and directed
Excavating over areas in hard / dense soil, n exc 1.5 m deep and getting out all as specified and directed
Exclavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken robble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in soft/loose soil.
Excavation in trenches n.exc. 1.5 m wide and n.exc. 1.5 m in depth for foundation or manholes etc., and area n.exc. 10 Sq.m on plan and getting out in any type of soil (Hard/soft).
Excavation in trenches not exceeding 1.5 mtr wide, depth exceeding 1.5 mtr and getting out in hard/dense soil complete all as specified and directed by Engineer-in-charge
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed.
M & L PCC 1:4:8 type D2 (using 40 mm graded aggr) as in fdn filling and mass concrete.
M & L for walling of random rubble stone masonry uncoursed well bounded badded and solidly hearted built in CM 1:6 brought upto course complete all as specified and directed by Engineer-in-Charge.
Extra over stone walling for hammer dressing to face stone and dressing face beds and joints as specified of random rubble walling uncoursed or brought upto courses surface not exc 40 mm of Granite or Trap stone.
M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto course in CM 1:4 complete.
M & L for PCC 1:2:4 type - B1 (using 20 mm graded crushed stone aggregate), as in plinth course, Parapets and railing up to 60 cm hight, coping, kneelers, apex stones and similar works incl necessary formwork complete all as specified directed by Engr-in Charge.
S & Fof PVC (SWR) pipes 110mm single socketed in any length, fixed in retaining wall for weep holes and complete all as specified directed by Engr-in Charge.
M&L for broken stone or boulder of guage exc 80 to 150mm, dry, hand packed tightly, as in back filling of retaining wall complete.
M&L for Hardcore of gauge n exc. 63 mm broken stone or boulders, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and directed
Supply and installation of 40mm thick volleyball artificia grass including silica with rubber granules and line marking as pe standard including preparation of base as per required slope & level, laying 100mm thick (1:2:4) over 100mm thick PCC (1:4:8), and cutting of joint and filling with flexible material and providing of Volley ball pole socket type 3" * 4" round pipe, height adjuctable (MEN/WOMEN) with rachet and one Referee chair all including 3 years manufacturer's warranty complete all as specified and directed. (Area of ground = 5121 Sqft)
Mild steel work as in (angle iron) as in flat iron, fencing post, struts incl cutting top shape as directed bent to shape drilling holes, hotching for wire etc complete confirming to FE-410-0 or 310-0
Supply only chain link MS galvanized fencing of any mesh size and type. Note. Fixing shall be measured under serial item no here in below.
Fixing only chain link fencing including line wires, any mesh size and type of standards rails scraining babs etc incl permission of binding wire.(Note : Supply of chain link will be measured seperately).
Mild steel round barbs 10mm dia and over for securing chain link fencing cut to length bent to shape required incl binding bolting etc complete confirming to FE 410-S)
Preparation of new steel surfaced of any description exc 10cm in width or girth and applying 2 coats of synthetic enamel paint over coat of red oxide primer
Mild steel screw bolt (machine made 11 to 15mm dia of shank with hexagonal or square heads at one end and screwed the other or screwed both ends each scruwed and to fited with washers and one hexagonal or square nut length of bolt n.exc 5cm long.
Preparation of new steel surfaced of any description not exc 10cm in width or girth and applying 2 coats of synthetic enamel paint over coat of red oxide primer
M&L for PCC 1:3:6 type C-2 (40 mm graded aggregate) as in surface channels and drains including form work.
Extra for forming fair finished drain or channel 50 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
Demolition of cement concrete in ground floors and pavings n.exc 15cm thickness (below or above ground level).
M&L for 75mm thick Cement concrete type B-0,1:2:4 (using 12.5mm graded aggregate) laid in alternet panel all as specified and directed.
M & L for 8 Layers Acrylic Syntehic flooring for basketball court. 1 x layer Concrete Primer, 2 x layers Acrylic Resurfacer, 3 x layers Cushion, 2 x layers top Coat, White Line Marking as per standard with three years manufacturer's warranty all as specified and directed.
Providing & fixing of Basketball pole fix type 6” round pipe ,Projection 2*20 Acrylic board 20mm Malaysia with dunking ring (3 spring)
Supply , laying , connecting, testing and commissioning of 16 Sqmm 4 core under ground LT cable XLPE insulated screened, PVC bedded, armoured heavy duty electric cable with stranded aluminium conductor 1100 Volts laid in trenches, fixed to walls/ drawn through pipe and incl the disturbence surface of road making good with using PCC, fixing the cable with suitable size glands, crimping type lugs etc all as specified and directed. Note;-(Excavation, earthwork send cushioning and cable protection shall be measured and paid for separately.)
M&L for XLPE insulated, armoured heavy duty electric cable with aluminium conductor 1100 volts grade, cross section area 10 Sqmm 2 core laid in trenches or passing through pipes/ducts and incl the disturbence surface of road making good with using PCC complete all as specified and directed.
M&L for dry clean sand filling in trenches below and around under ground cable cushioning complete all as specified and directed.. Note :- Thickness of sand cushioning shall be measured after punning.
M&L for brick sub class 'B' old size brick for protection of cable complete all as specified and directed.
M&L for GI tubing light grade 40 mm bore for cable protection laid in trenches/fixed to wall, poles including MS flat iron, clamps,nuts, bolts, etc complete.
M&L for GI tubing light grade 80 mm bore for cable protection laid in trenches/fixed to wall, poles including MS flat iron, clamps,nuts, bolts, etc complete.
Supply and fixing 12-meter-high hot dip galvanized octagonal pole with 310mm bottom &100mm top A/F made up of 3mm thick. HR sheet,The pole shaft shall be made from hot rolled steel plate confirming to IS 2062/ BS EN 10025. The octagonal Poles shall have door of approximate 500 mm height at the elevation of 500 mm from the base plate. The octagonal pole shall be designed with man rider with stand the maximum wind speed as per IS 875 Part–3-2015. The head loading i.e. windage area and the weight of fixtures are to be idered to calculate maximum deflection of the pole and the same shall meet the requirement of BSEN 40-3-1 & 3. The pole shaft shall be made from hot rolled steel plate confirming to IS 2062/ BS EN 10025. All octagonal pole shafts shall be provided with the rigid base plate manufactured from MS steel confirming to IS:2062 of suitable thickness with provision for fixing foundation bolts. The pole shaft shall have octagonal cross section and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. The base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside complete with RCC foundation as per height of pole with J bolt EN-8 grade double nut with jack washer complete with foundation i.e. excavation, returning filling of waste material, earth work as per drawing and complete elect wiring with controling in panel box for light as requirement at ground (for baket ball 3 lights and for volley ball 5 lights in one pole)
Supply & Fixing Flood light to be fixed on the 12 m Pole Product Category LED Floodlight System Wattage-250W, Luminous flux- 30,000lm Luminaire efficacy 120lm/W, Correlated Color Temperature 5665±355K Color Rendering Index >70 Maintenance of lumen output 50,000 hrs. Operating Temperature Range -10°C to +50°C Beam Angle (±10%) 60° Electrical Class Electrical Class I Protections: Short Circuit, overload, Reverse polarity and battery protections. Firm should provide Vital Parameters Test report from NABL accredited lab and should be of made in India with CE & ROHS compliant. Make:- Bajaj product code 0 PRAZE F 300L WH NB-A5 TG SD Philips/Wipro/Sunsoko
S & F MCCB 4 Pole, 415V, with enclosure Cap of 100 Amps with breaking capacity 36 KA
M/L earthing complete with galvanized steel earth plate electrode 60 cms x 60 cm x 6 mm burried directly in ground not less than 2.25 mtr deep below normal ground level with the top edge of the plate not less than 1.5 mtr below normal ground level connected to galvanized earth strip 25mmx4mm by meant bolt, nuts, check nuts and washers galvanized iron steel of as shown in electrical plate No.5 of SSR Part-I connected to main swicth board all as specified and testing complition provision of earth wire protected by 40mm dia GI light grade protection pipe, test point to main board and 20mm dia GI medium grade watering pipe, funnel, PCC earth pit and RCC cover, charcoal, salt, GI earth wire including exavation and earth work etc complete all as directed at site.
SARVJEET ENTERPRISES (BID ID -3475102)
Shikhar ji Enterprises (BID ID -3469853)
SS Construction Co (BID ID -3474773)
M/s Dev Enterprises (BID ID -3469696)
MANISH ENTERPRISES (BID ID -3469741)
aditya construction (BID ID -3473199)
M/s J P Traders (BID ID -3471749)
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