Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹66,421.87 (0.48%)Admitted-Finance | ₹1.4 Cr+₹66,421.87 (0.48%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S MIZA ENTERPRISES L1 | M/s Tenzin Enterprises L2 |
|---|---|---|---|---|---|
| 1.00PAVEMENT (SH: WBM, Grading - III) 3.75m width | |||||
| 1.01 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
A) By Manual Means
(i) Grading - III
b) Using Screening Type-B (11.2mm Agg.) | 340.31 | cum | 3,740 ₹12,72,759.4 Lowest | 3,750 ₹12,76,162.5 |
| 2.00(SH: CC Pavement) 3.750m width | |||||
| 2.01 | (Dry Lean Cement Concrete Sub- base) Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 165.38 | cum | 6,525 ₹10,79,104.5 Lowest | 6,550 ₹10,83,239 |
| 2.02 | (Cement Concrete Pavement M35) Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 442 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing | 248.06 | cum | 12,103 ₹30,02,270.18 Lowest | 12,110 ₹30,04,006.6 |
| 3.00(SH:80 mm thick CC paver block of M-30 Grade (Interlocking Block) Length-680.00m) | |||||
| 3.01 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge.. (ii) 80 mmthick C.C. paver block of M-30 grade with approved color design and pattern. Unit sqm | 2,677.5 | cum | 996 ₹26,66,790 Lowest | 1,000 ₹26,77,500 |
| 3.02 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
PCC Grade M20 | 81.6 | cum | 11,310 ₹9,22,896 Lowest | 11,350 ₹9,26,160 |
| 3.03 | Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete. | 408 | cum | 465.4 ₹1,89,883.2 Lowest | 470 ₹1,91,760 |
| 4.00SH:CC Drain | |||||
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
9 Sept 2025, 10:00 amClosed
Executive Engineer, Thrizino Division, PWD
O/o Executive Engineer Thrizino, Division, PWD
C/o CC road from NH 13 to St. Xavier School at Palizi, West Kameng District.
2025_PWDAP_2706_1
NIT/TZND/TandA/03/2025-26/03 Dated 02/06/2025
Open Tender
Civil Works
Item Rate
549 days
Thrizino
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
EE, PWD, Thrizino
₹1.4 L
Yes
9 Sept 2025
2 Sept 2025
9 Sept 2025
2 Sept 2025
9 Sept 2025
2 Sept 2025
Amount
PAVEMENT (SH: WBM, Grading - III) 3.75m width
Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A) By Manual Means (i) Grading - III b) Using Screening Type-B (11.2mm Agg.)
(SH: CC Pavement) 3.750m width
(Dry Lean Cement Concrete Sub- base) Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
(Cement Concrete Pavement M35) Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 442 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
(SH:80 mm thick CC paver block of M-30 Grade (Interlocking Block) Length-680.00m)
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge.. (ii) 80 mmthick C.C. paver block of M-30 grade with approved color design and pattern. Unit sqm
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M20
Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.
SH:CC Drain
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approved materials ( without de-watering) Ordinary Soil [Manual Means] Dept upto 3.00 m.
Ordinary Soil [Manual means Depth upto 3.00 m]
Ordinary Rock Not requiring blasting [Manual means Depth upto 3.00 m]
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specification. PCC Grade M15
M/s Tenzin Enterprises (BID ID -7920)
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .